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HomeMy WebLinkAboutHydraulic Study for FEMA I I I I I I I I I I I I I I I I I I I I I HYDRAULIC STUDY FOR FEMA CONDITIONAL LETTER OF MAP REVISION (CLOMR) FOR MURRIETA CREEK IN THE CITY OF TEMECULA RIVERSIDE COUNTY, CALIFORNIA Prepared for Westside City II 41973 Winchester Road Temecu1a, CA 92590 Howard H. Chang Consultants P. O. Box 9492 Rancho Santa Fe, CA 92067 TEL: (619) 756-9050 FAX: (619) 756-9460 Hydraulic and Hydrologic Engineering Erosion and Sedimentation \ '. I I I I I I I I I I I I I I I I' . I I I SECTION I SECTION II. SECTION III SECTION IV SECTION V SECTION VI TABLE OF CONTENTS HYDRAULIC STUDY FOR FEMA CONDITIONAL LETTER OF MAP REVISION (CLOMR) FOR MURRIETA CREEK IN THE CITY OF TEMECULA, RIVERSIDE COUNTY, CALIFORNIA MURRIETA CREEK CROSS-SECTIONAL PROFILES HEC-2 INPUT/OUTPUT LISTINGS FOR EXISTING CONDITIONS HEC-2 INPUT/OUTPUT LISTINGS FOR PROPOSED CONDITIONS MURRIETA CREEK WATER-SURFACE AND CHANNEL-BED PROFILES FOR EXISTING CONDITIONS MURRIETA CREEK WATER-SURFACE AND CHANNEL-BED PROFILES FOR PROPOSED CONDITIONS Z- '. I I EXHffiIT A t EXHffiIT B I I I EXHffiIT C I I I I I I I I I I I I LIST OF EXHffiITS WORK MAP OF MURRIETA CREEK USED BY SCHAAF AND WHEELER WITH CROSS SECTION LOCATIONS ENGINEERING PLANS FOR DIAZ ROAD AND DEVELOPMENT PROJECTS INCLUDING PARCEL MAP 21383 - WESTSIDE BUSINESS CENTER PARCEL MAP 24085-1 - ZEVO GOLF PARCEL MAP 28657 - WESTSIDE CITY II PARCEL MAP 24085-3 - WESTSIDE CITY I CITY OF TEMECULA PROPERTY EFFECTIVE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 060742 0005 B 'b '. I I I I I I I I I I I I I I I I I I SECTION I HYDRAULIC STUDY FOR FEMA CONDITIONAL LETTER OF MAP REVISION (CLOMR) FOR MURRIETA CREEK IN THE CITY OF TEMECULA RIVERSIDE COUNTY, CALIFORNIA REASONS FOR CLOMR APPLICATION The hydraulic study is prepared to apply for a Conditional Letter of Map Revision (CLOMR) for Murrieta Creek in the City of Temecula, Riverside County, California. This application for CLOMR covers the channel reach of Murrieta Creek from Winchester Road to the city limit of Temecula at Cherry Street. Murrieta Creek along this reach has levees on both sides. The effective FIRM map shows that the floodway extends outside the west levee of the channel. This study is made to revise the effective Flood Insurance Rate Map (FIRM). The proposed floodway boundaries are defined by the levees on both sides of the channel. This proposed change is for the Diaz Road and other development projects west of the stream channel. Because of these projects, the areas west of the levee will be raised to elevations above the base flood level. On the basis of federal and local regulation, the road and developments need to be located outside the floodway of Murrieta Creek. For this reason, it is necessary to delineate the new floodway for Murrieta Creek so that these projects may be implemented. It should be pointed out that the revision of the floodway requires no changes of the stream channel within the proposed floodway. The hydraulic study for the effective Flood Insurance Rate Map (FIRM), Community-Panel Number 0607420005 B, for Murrieta Creek published by FEMA in June 1996 was made by Schaaf and Wheeler, a consulting firm in San Jose, California. According to this study, the computed water-surface profile may be contained in the leveed channel. However, the west levee was assumed to fail and thus the adjacent area will be subject to flood inundation. The ground level for the area west of the levee is only sightly below the computed base flood level. This area is under very shallow flooding and it may thus be considered as an ineffective flow area for the stream channel 1 A... ,I , , '1 J I I I I I , I I ,I I I i I I under the base flood. , Failure of the west levee would occur if the levee is overtopped. This is because weir flow overtopping the levee has high velocities that would erode the earthen material. However, the levee will become a ordinary channel bank after the area on the west side is raised to be above the base flood level. Once the levee is eliminated, erosion failure due to overtopping will no longer be a possibility. The plans for Diaz Road and future development show that the ground level for these projects will be similar to the top of the levee, which is at least three feet above the base flood level. For these reasons, the west area will no longer be subj ect to flooding after the road and developments are completed. This application for CLOMR is to update the floodplain boundaries and to delineate the floodway for Murrieta Creek between Winchester Road and Cherry Street for the development plans west of the leveed channel. The study channel reach starts from Section 80 at Winchester Road and ends at Section 160 at Cherry Street. HYDRAULIC ANALYSIS FOR THE CLOMR Hydraulic analysis for the CLOMR is based on the HEC-2 computer program developed by the U. S. Army Corps of Engineers. Locations of cross sections used in this study are listed in Table 1; they are also shown in a map attached to the report. Cross-sectional data for these sections are based on the Flood Insurance Study by Schaaf and Wheeler. Table 1. List of cross sections used in the study Section Location 60 80 Winchester Road 90 2 ~ I I I I I I I I I I I I I I I 'I I I I Section Location 100 110 120 130 140 150 Cherry Street 160 Cherry Street The study covers the following two models: (1) The existing model- This model was used by Schaaf and Wheeler for the FEMA study pertaining to the effective FIRM map. (2) The proposed model - This model pertains to the same channel conditions as the existing model except the area west of the levee is raised to stay above the base flood level. The results for these case scenarios will be compared. In order to satisfy the federal and local requirements, the increases in flood level due to floodway encroachment should be limited to one foot. In addition, the proposed floodway shall result in "no-rise" in the base flood level. The lOO-yr flood discharges - The IOO-yr flood is the base flood for this stream channel. The FEMA-adopted base flood discharges are as follows. Below the Santa Gertrudis Creek confluence (Section 80 and below): 28,500 cfs Above the Santa Gertrudis Creek confluence (Section 90 and above): 19,500 cfs Flood discharges for the 10-, 25-, and 50-yr floods are not available for Murrieta Creek. 3 Co I I I I I, I " I I I I I I I I I I I I For subcritical flow, the computation starts from downstream and proceeds toward upstream, For this study, the water-surface elevation at Section 60 provides the downstream boundary condition. Computed water-surface elevations (CWSEL) for the 100-yr flood at this section from the Schaaf and Wheeler study is used. The Existing Model- The existing model is from the FIS study by Schaaf and Wheeler for FEMA. Input/output listings for this model are included in this package. This model assumes weir flow over the east levee and failure of the west levee. The amount of weir flow was determined and subtracted from the total base flood discharge. The Proposed Model- The proposed model includes the HEC-2 computer runs for the 100- yr floodplain and the 100-yr floodway. Input/output listings for these cases are included in this package. Computed water-surface elevations from the proposed model for the 100-yr floodway are summarized in Table 2 for comparison with those from the existing model. It can be seen that the proposed model will result in no-rise of the base flood level. Floodway Data Summary - The floodway data summary for the existing and proposed models are given below. For the proposed model, the floodway is within the existing levees of the channel. FLOODWAYDATA, FLOODPLAIN, ------- FLOODWAY ------- STATION WIDTH SECTION AREA FOR THE EXISTING MODEL WATER SURFACE ELEVATION WITH WITHOUT DIFFERENCE FLOODWAY FLOODWAY MEAN VELOCITY 1. 000 467. 4451. 6.9 1010.3 1010.3 .0 2.000 537. 4031. 7.7 1011.7 1011.7 .0 3.000 533. 4268. 7.2 1013.6 1013.6 .0 10.000 497. 3304. 8.6 1014.8 1014.8 .0 20.000 475. 2752. 10.4 1015.7 1015.7 .0 4 1 . \ ,I I, 30.000 465. 2631. 10.8 1016.1 1016.1 .0 40.000 324. 2528. 10.5 1017.6 1017.6 .0 'I 50.000 315. 2654. 10.0 1018.9 1018.9 .0 60.000 290. 2694. 9.9 1019.6 1019.8 -.2 'I 80.000 996. 3440. 7.7 1020.9 1019.9 1.0 I I 90.000 237. 2232. 7.8 1021. 6 1021. 5 .1 100.000 541. 2348. 7.4 1022.1 1022.2 - .1 I 110.000 548. 2294. 7.6 1023.0 1022.9 .1 120.000 663. 2469. 7.0 1023.8 1023.2 .6 I 130.000 699. 2737. 6.3 1024.8 1024.2 .6 140.000 655. 2174. 8.0 1025.1 1024.7 .4 I 150.000 921. 1649. 10.5 1025.4 1025.7 -.3 160.000 959. 3183. 5.5 1027.0 1026.9 .1 I 170.000 935. 2718. 6.4 1026.9 1026.8 .1 180.000 926. 2271. 7.7 1028.2 1028.3 - .1 , 190.000 642. 1902. 9.1 1029.9 1030.0 -.1 200.000 513. 2249. 7.7 1031. 3 1030.5 .8 I 210.000 749. 1987. 8.8 1032.1 1032.3 -.2 220.000 352. 1719. 4.6 1034.3 1034.2 .1 I 230.000 159. 1187. 8.2 1034.2 1034.1 . 1 240.000 168. 1327. 7.3 1035.1 1035.0 . 1 I 250.000 141. 845. 11. 5 1035.0 1034.9 .1 I 260.000 127. 758. 12.8 1036.6 1036.6 .0 270.000 155. 1214. 8.0 1039.4 1039.4 .0 I 280.000 144. 1052. 9.2 1040.0 1040.0 .0 290.000 148. 980. 9.9 1041. 4 1041. 4 .0 I 300.000 207. 1317. 7.4 1042.4 1042.4 .0 310.000 152. 1071. 9.1 1042.1 1042.1 .0 I 320.000 145. 999. 9.7 1043.0 1043.0 .0 330.000 126. 76l. 12.7 1043.8 1043.8 .0 I 5 I ~ I I 340.000 195. 1405. 6.9 1046.8 1046.8 .0 350.000 127. 716. 13 .5 1048.6 1048.6 .0 I 360.000 136. 937. 10.3 1051. 6 1051.6 .0 370.000 124. 759. 12.8 1052.6 1052.6 .0 I I FLOODWAYDATA, FLOODPLAIN, FOR THE PROPOSED MODEL ------- FLOODW A Y m_m WATER SURFACE ELEVATION I STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODW A Y FLOODW A Y I' 1. 000 467. 4451. 6.9 1010.3 1010.3 .0 I 2.000 537. 4031. 7.7 1011.7 1011.7 .0 3.000 533. 4268. 7.2 1013.6 1013 .6 .0 I 10.000 497. 3304. 8.6 1014.8 1014.8 .0 20.000 475. 2752. 10.4 1015.7 1015.7 .0 I 30.000 465. 2631. 10.8 1016.1 1016.1 .0 40.000 324. 2528. 10.5 1017.6 1017.6 .0 I 50.000 315. 2654. 10.0 1018.9 1018.9 . 0 60.000 289. 2639. 10.1 1019.5 1019.5 . 0 I 80.000 249. 2121. 12.5 1019.6 1019.6 .0 90.000 209. 2107. 8.2 1021. 6 1020.9 .7 I 100.000 225. 1850. 9.4 1021. 8 1021. 0 .8 I, 110.000 216. 1557. 11.2 1022.3 1021. 8 .5 120.000 183. 1454. 12.0 1023.0 1022.8 .2 I 130.000 193. 1467. 11. 8 1023.9 1023.8 .1 140.000 191. 1452. 12.0 1024.8 1024.7 .1 I 150.000 182. 1270. 13.7 1024.9 1024.8 .1 160.000 206. 1731. 10.0 1026.4 1026.4 .0 J 170.000 180. 1483. 11. 7 1026.1 1026.1 .0 I 6 ., C\ I I I, I I I I I ; :1 I I I I I I I I I It can be seen from the floodway summary that the floodway as delineated will result in rises in flood level that are within the 1 foot limit. The floodway water-surface elevations for the two models are also summarized in Table 2 for comparison. It can be seen from the comparison that the proposed model will not result in rises of the floodway water surface. Table 2. Computed water-surface elevations for the 100-yr floodway Computed water-surface elevation, feet Section number Existing model Proposed model 60 1,019.6 1,019.5 80 1,020.9 1,019.6 90 1,021.6 1,021.6 100 1,022.1 1,021.8 110 1,023.0 1,022.3 120 1,023.8 1,023.0 130 1,024.8 1,023.9 140 1,025.1 1,024.8 150 1,025.4 1,024.9 160 1,027.0 1,026.4 170 1,026.9 1,026.1 MATERIALS SUBMITTED WITH THIS APPLICATION Supporting materials for the hydraulic study are submitted with this application, including the following items: (1) Profiles of the 1 OO-yr water-surface of Murrieta Creek for the existing model as well as for the proposed model (2) Cross-sectional profiles covering all sections. Each cross-sectional profile also has the flood 7 ,0 I I I. I 1 I I I, I I I I I I, I I I I I level for the 100-yr flood. (3) Printouts (including full input and output listings) from the existing HEC-2 model (4) Printouts (including full input and output listings) from the proposed HEC-2 model- floodplain (5) Printouts (including full input and output listings) from the proposed HEC-2 model- floodway (6) The engineering plan for the Diaz Road project (7) The grading plans for development projects (8) Flood Insurance Rate Map, Community-Panel Number 0607420005 B. 8 \\ I I t, I I I I I, I I I I I 'i I I J I I SECTION II. MURRIETA CREEK CROSS-SECTIONAL PROFILES \1/ .... o t.:> t}1 .... o t.:> o .... o N t}1 .... o N o .... o .... t}1 .... o .... o .... o o .,.. t}1 o o o ct;.\ [') "l o tI.l tI.l I (f.l (tl g.s:: ... ;: o "l =' "l III ... -(tl 'tiS" "l o [') ~~ _(tl (tl (tl III ~ .... (f.l (tl l? O'l o M ...... t'I> ~ ...., ..... 11 .,.. t}1 o o t}1 o o o t}1 t}1 o o '" t}1 o o '" o o o [Il ..... 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I:/J ('I) Q .... -oJ o M ...... ~ :< ... ..... .... o ... o .... o w C]\ .... o w o .... o l\l C]\ .... o l\l o .... o .... C]\ .... o .... ... 0 c:> o o C]\ o o o C]\ l\l o o C]\ ... o o C]\ C> o o C]\ c:> o o C> o o o C> l\l o o C> ... o o (f.) ..... I'> ..... ~. o t:1 ~ ...... o o i';' ~, t:1 Ill< i:l- o ~ [JJ ..... '1 ~ I'> S ~ ... ..... Ct,;1.. I I I I I I I I I I I I I I I I I I I SECTION III, HEC-2 INPUT/OUTPUT LISTINGS FOR EXISTING CONDITIONS 1........**.................................. ....................................... HEC-2 WATER SURFACE PROFILES u . S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER Version 4.6.2; May 1991 609 SECOND STREET, SUtTE 0 DAVIS, CALIFORNIA 95616-4687 RUN DATE 12JUN98 TIME 09:01:35 (916) 756.1104 ......................-..............-...... ....................................... x X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX xxxxx xxxxx X X X XXXXX X X XXXXXXX HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ..................................... Tl SCHAAF & WHEELER, CONSULTING CIVIL ENGINEERS T2 RIVERSIDE COUNTY FIS, FEMAOS90 - CROSS SECTIONS MODIFIEO FOR EFFECT FLOW T3 MURRIETA CRK-o/s REACH-MRS-RIGHT LEVEE FAILS, WEIR FLOW OVER LEFT LEVEE Jl ICHECK INO NINV IOlR STRT METRIC HVINS 0 WSEt FO 2 1010.31 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 15 J3 VARIABLE CODES FOR SUMMARY PRINTOUT ISO 200 38 43 1 , 53 " 3 QT 2. 30900. 30900. NC .030 .030 .030 .1 .3 ET 5.1 10.4 1753.04 2464.14 SECNO 120-CROSS-SECTION, SWSEL, FLOWAY LIMITS FROM OLD HEC~2 . FBFN Xl 1.0 12, 1740. 2220. O. O. ., X3 10.0 GR 1014.0 900.0 1015.0 1100.0 1012.6 1650.0 1012 .0 1740.0 999.0 1840.0 GR 999.0 2160.0 1010.3 2220.0 1009.0 2350.0 1013 .0 2700.0 1011.0 2860.0 GR 1011.0 2950.0 1018.0 3050.0 ET 5,1 10.4 1721. 43 2275.44 SECNO I32-CROSS-SECTION FLOODPLAIN" FLDWAY LIMITS FROM OLD HEC-2 " FBFM Xl 2,0 9,. 1710.0 2280.0 1100.0 1300.0 1200.0 X3 10.0 GR 1015.5 950.0 1014.0 1710.0 1002.8 1800.0 1002.S 2170.0 1013.0 2280.0 GR 1014.0 2500.0 1014.5 3000.0 1015.0 3500.0 1018.0 3600.0 ET 5,1 10.4 1688.86 ]816.17 SECNO 144-CROSS-SECTION FLOODPLAIN & FLDWAY LIMITS FROM OLD HEC-2 . FBFN Xl 3.. 7.. 1680.0 2240.0 1200.0 1200.0 1200.0 X3 10.0 GR 1017.0 1000.0 1015.5 1680.0 1003.8 1830.0 1004.5 2200.0 1014.0 2240.0 III-l 1A I I GR 1014.0 3800.0 1019.0 3900.0 NC 0.030 0.030 0.025 I QT 2 28500.0 28500.0 SECNO 10 -FLOOWAY LIMITS FROM Has FBFM MAPS Xl 10.0 29.0 4790.1 5292.3 1000.0 1000.0 1000.0 .0 ,0 .0 GR 5020.a 42"95.6 5038.7 4305.5 5037.8 4434. ., 5021.1 4437.1 5020.2 4587.] I GR 5000.0 4639.0 1019.4 4640.0 1018.9 4.654.2 1018.9 4724.1 1021.4 4736.3 GR 1018.5 4747.4 1019.3 4763.4- 1016.2 4790.1 1008.1 4819.6 1006.5 sooo.o GR 1007.2 5129. ., lOO!Ll 5152.4 1008.3 5227.1 1014.5 5292.3 1015.0 5]47.2 GR 1016.0 5366.5 1016.4 5464.9 1017.7 5501.4 1035.7 5508.5 1035.7 5599.0 GR 5000.0 5600.0 5035.7 5620.. 5018.0 5628.3 5015.9 5672 .1 I SECNO 20 .FLOOWAY LIMITS FROM 1988 FBf'M MAPS Xl 20.0 13 .0 4810.5 5285.6 550.0 555.0 560.0 .0 ,0 ,0 GR 5000.0 4779.B 1015.6 4780.0 1015.5 4810.5 1008.2 4865.1 1006.8 5000.0 GR 1009.9 5069.3 1009.8 5204.0 1014.2 5231.4 1015.6 5285.6 1017 .1 5323.7 I GR 1017.6 5392.1 1017.7 5430.1 5000.0 5431.0 SEOlO 30 -FLOOWAY LIMITS FROM 1988 FBFM MAPS Xl 30.0 19.0 4662.9 5296.0 200.0 350.0 180.0 ,0 .0 .0 I GR 5018.2 4553.2 5016.8 4572.2 5017.5 4662.9 5016.5 4789.9 5000.0 4830.0 GR 1016.0 4831.0 1013.7 4882.1 1008.2 4927.0 1007.3 5000.0 1006.7 5057.1 GR 1011.6 5086.5 1010.2 5243.8 1015.6 5296.0 1017.2 5392.2 1017.2 5409.0 GR 5000.0 5410.0 5017.2 5423.3 5017.2 5883.7 5017.2 6013.2 I QT 2 26577.66 26577.66 Xl 40.0 17.0 4833 .3 5186.3 650.0 425.0 525.0 .0 .0 ,0 X3 10 1023.6 1016.9 GR 5000.0 4833 .0 1022.7 4833 .3 1010.7 4877.7 1008.0 5000.0 1008.5 5130.4 GR 1019.6 5186.3 1019.0 5215.1 1016.9 5244.4 1016.9 5257.8 1018.9 5266.8 I GR 1018.8 5313.7 1018.6 5347.4 1021.5 5387.6 1044.3 5391.2 1044.3 5400.0 GR 5000.0 5401.0 5044.3 5468.4 Xl 50.0 11.0 4789.1 5127.1 500.0 400.0 600.0 .0 ,0 ,0 X3 10 1025.1 1017 .8 I GR 5000.0 4799.0 1024.7 4789.1 1009.7 4832.8 1009.1 5000.0 1010.2 5085.6 GR 1020.4 5127.1 1018.9 5201.2 1017.8 5277 .2 1019.5 5432.9 1019.6 5450.0 GR 5000.0 5451.0 NC 0.030 0.030 0.025 I Xl 60.0 67.0 4865.2 5175.5 800.0 575.0 475.0 .0 ,0 ,0 X3 10 1026.9 1019.0 GR 1051.7 1791.5 1049.3 1851.8 1047.6 1936.4 1057.4 1976.6 1061.0 2031.4 GR 1062.6 2131.4 1061.3 2185.3 1043.8 2236.0 1043.9 2310.2 1045.3 2329.7 I GR 1044.5 2374.0 1042.8 2401.4 1042.7 2462.5 1056.7 2470.3 1056.7 2557.4 GR 1042.7 2558.9 1041.9 2605.1 1039.0 2628.7 1038.6 2706.3 1039.5 2732.4 GR 1050.8 2738.6 1060.0 2772.9 1051.4 2801.5 1038.4 2810.2 1034.0 2916.2 GR t034.7 3040.6 1033 .2 3108.2 1033 .2 3108.2 1033.2 3108.3 1029.9 3133.5 GR 1030.7 3186.7 1031.5 3199.5 1031. 7 3295.9 1045.8 3307.5 1045.3 3444.8 I GR 1030.9 3447.0 1030.3 3499.1 1043.8 3503.6 1043.9 3562.3 1030.3 3565.8 GR 1029.5 3777.7 1027.3 3872.6 1027.6 4030.2 1026.2 4206.7 1025.2 4355.4 GR 1024.0 4519.0 1023.5 4581.3 1026.6 4615.1 1026.9 4665.1 1026.9 4791.7 GR 1025.5 4865.2 1010.7 4893.3 1009.1 5000.0 1010.3 5151.2 1025.8 5175.5 GR 1025.9 5208.4 1019.0 5235.8 1019.0 5262.6 1024.3 5275.7 1024.5 5371.0 I GR 1023.5 5399.9 1018.8 5419.1 1018.4 54.78.8 1018.4 5603.8 1018.9 5780.0 GR 5000.0 5781.0 5019.0 5787.4 SB 0.' 1. 79 2,G 269.0 G.O 4082.15 1.3 1011.0 1011.0 Xl 80.0 30.0 4849.15 5150.85 82.0 150.0 82.0 .0 .0 ,0 I X2 1 1026.5 1025.00 X3 10 1027.5 1020.2 BT -39 1804.5 1077.6 1077 .6 2000.3 1074.0 1074.0 2220.3 1063.9 1063.9 BT 2420.7 1051.7 1051.7 2619.0 1039.1 1039.1 2910.5 1033 .0 1033.0 I BT 3165.7 1029.S 1029.8 J3 97 . 4. 1028.4 1028.4 3616.2 1027.9 1027.9 BT 3907.9 1026.8 1026.8 4203.0 1025.8 1025.8 4485.9 1025.0 1025.0 BT 4751. 1025.S 1025.8 4849.15 1027.44 1023.24 4849.15 1027.44 1023.24 BT 4865.15 1027.705 1023.505 4894.9 1028.2 1024. 4897.4 1028.259 1024.059 BT 4898.9 1028.295 1024.095 4964.4 1029.853 1025.653 4965.9 1029.888 1025.688 I BT 5000. 1030.1 1026.5 5031.4 1030.329 1026.129 5032.9 1030.311 1026.111 BT 5098.4 1029.538 1025.338 5099.9 1029.521 1025.321 5134.15 1029.117 1024.917 BT 5150.85 1028.92 1024.72 5150.85 1028.92 1024.72 5211.9 1028.2 1028.2 BT 5311.8 1025.9 l025.9 5406.2 1025.4 1025.4 5459.9 1022.2 1022.2 BT 5510.2 lO19.6 1019.6 5627.3 1019.0 1019.0 5845.9 1019.3 1019.3 I BT 5850.0 1019.4 1019.4 5851.0 5000.0 5000.0 6066.0 5019.6 5019.6 GR 1077 .6 1804.5 1074.0 2000.3 1063.9 2220.3 1051.7 2420.7 1039.1 2619.0 I III-2 1-~ I I GR 1033.0 2910.5 1029.8 3165.7 1028.4 3397.4 1027.9 36Hi.2 1026.8 3907.9 GR 1025.8 4203.0 1025.0 4485.9 1025.S 4751. 1023.24 4849.15 1011.8 4874.84 GR 1009.3 4922.54 1010.4 4940.34 1011.5 5137.24 1024.72 5150.85 1020.5 5187.94 GR 1020.2 5255.14 1025.0 5269.54 1025.4 5406.20 1022.2 545!L9 1019.6 5510.2 I GR 1019.0 5627.3 1019.3 5845.9 1019.4 5850.0 5000.0 5851.0 5019.6 6066.0 QT 2 17377.66 17377.66 NC 0.030 0.030 0.025 I Xl 90.0 28.0 4870.1 5176.4 90.0 515.0 475.0 .0 .0 .0 GR 5021. 2 4791.4 5000.0 4870.0 1028.4 4870.1 1012.5 4896.5 1009.8 5000.0 GR 1011. ) 5025.5 1010.6 5068.3 1012.0 5083.6 1024.7 5128.9 1025.3 5154.3 GR 1039.0 5176.4 1040.9 5222.2 1038.3 5251.5 1023.1 5275.3 1023.5 5294.0 GR 1025.5 5314.5 1020.7 5335.6 1019.8 5359.1 1020.6 5465.3 1020.6 5607.9 I GR 1020.4 5762.7 1022.0 5867.0 1022.4 5898.3 1022.4 5929.1 1020.5 6110.3 GR 1023.6 6325.8 1021.1 6546.7 1023.6 6789.3 ET 7,1 4853.1 5417.2 Xl 100.0 27.0 4853.1 5118.1 460.0 525.0 500.0 .0 .0 ,0 I GR 5000.0 4853.0 1027.4 4853.1 1021.0 4880.7 1010.2 4937.5 1010.9 5000.0 GR 1012.5 5056.2 1017.4 5083.4 1025.5 5118.1 1025.0 5141.5 1023.7 5166.4 GR 1020.a 5243.9 1019.7 5280.7 1019.5 5333.2 1019.6 5346.0 1020.7 5356.0 GR 1019.7 5365.9 1019.7 5395.4 1020.6 5460.7 1018.9 5480.5 1020.5 5527.8 GR 1020.9 5676.5 1020.1 5820.9 1020.5 5934.1 1020.7 6068.0 1020.6 6200.0 I GR 5000.0 6201. 0 5020.6 6221.3 ET 7,1 4874.2 5422.7 Xl 110.0 32.0 4874.2 5114.4 715.0 725.0 725.0 .0 ,0 ,0 GR 5023.3 4758.9 5025.8 4769.8 5023.3 4807.2 1023.3 4851.9 1019.8 4874.2 I GR 1019.4 4920.7 1011.0 4957.3 1011.1 5000.0 1010.9 5031.3 1026.9 5114.4 GR 1026.9 5134.2 1026.7 5184.7 1022.3 5217.9 1019.1 5239.8 1019.7 5282.5 GR 1019.9 5331.2 1021.0 5353.1 1020.6 5462.0 1020.3 5604.4 1019.7 5697.4 GR 1020.6 5793.1 1020.5 5870.9 1021.2 6013.0 1021.4 6152.5 1022.5 6335.2 I GR 1023.2 6435.2 1025.3 6456.3 1030.7 6481.6 1036.0 6539.1 1038.7 6600.0 GR 5000.0 6601.0 5040.5 6643.7 ET 7.1 4884.8 5579.4 Xl 120.0 35.0 4884.8 5147.0 550.0 500.0 550.0 ,0 .0 .0 I GR 5000.0 4884.0 1028.7 4884.8 1026.0 4896.6 1025.9 4908.7 1018.2 4935..1 GR 1012.4 4967.4 1012.4 5000.0 1012.4 5046.9 1013 .2 5057.4 1027.6 5121.8 GR 1029.1 5147.0 1028.7 5179.4 1021.2 520B.7 1021.1 5246.3 1022.0 5317.3 GR 1021.2 5432.7 1021.7 5557.7 1020.6 5673 .2 1021.2 5803.8 1021.7 5901.4 GR 1021.9 6047.6 1022.8 6175.7 1023.2 6304.1 1023.7 6392.8 1026.1 6439.1 I GR 1029.4 6498.9 1033.6 6560.5 1037.0 6598.7 1043.1 6690.6 1047.5 6768.2 GR 1055.7 6848.5 1064.2 6900.2 1068.8 6934.8 1068.6 6982.5 5000.0 6983.0 ET 7.1 4868.2 5599.1 Xl 130.0 26.0 4868.2 5122.7 510.0 515.0 495.0 .0 .0 .0 I GR 5000.0 4868.0 1031.3 4868.2 1022.7 4909.9 1013 .8 4963.1 1012.9 5000.0 GR 1013 .4 5047.7 1029.2 5122.7 1028.8 5183.0 1021.3 5227.4 1021.3 5238.1 GR 1022.7 5259.3 1022.3 5296.6 1021.8 5409.9 1021.4 5539.4 1021.7 5703.4 GR 1021. 6 5862.6 1022.2 6012.4 1023.1 6187.0 1023.4 6374.8 1024.4 6556.5 I GR 1024.6 6584.5 1028.2 6624.3 1035.6 6665.8 1047.8 6752.8 1053.8 6828.8 GR 5000.0 6829.0 ET 7.1 4850.6 5553.9 Xl 140.0 28.0 4850.6 5117.8 475.0 575.0 525.0 ,0 .0 ,0 I GR 5000.0 4850.0 1034.3 4850.6 1025.2 489S.3 1014.2 4961.3 1014.0 5000.0 GR 1013 .9 5040.6 1030.4 5111.8 1029.6 5165.2 1022.9 5195.4 1022.6 5212.3 GR 1023.8 5239.5 1024.4 5274.7 1023.8 5294.6 1023 .3 5396.8 1022.9 5519.7 GR 1022.6 5651. 8 1021.S 5121. 6 1022.5 5734.5 1022.4 5929.9 1022.1 6099.9 GR 1022.7 6281.1 1023.8 6455.3 1025.4 6575.5 1027.6 6631. 0 1031.6 6681.0 I GR 1041.3 6739.6 1046.6 6799.6 5000.0 6800.0 NC 0.030 0.030 0.020 ET 7.1 4845.9 5850.0 Xl 150.0 43.0 4845.9 5100.7 225.0 475.0 275.0 .0 ,0 ,0 I GR 5026.6 4793.9 5000.0 4845.0 1031.7 4845.9 1028.0 4881.5 1022.9 4914.1 GR 1014.6 4963.3 1014.7 5000.0 1015.6 5035.8 1022.0 5070.9 1028.9 5100.7 GR 1029.7 5131.0 1029.4 5156.2 1026.3 5198.7 1024.6 5283.1 1024.3 5342.7 GR 1024.2 5413.2 1026.5 5457.4 1026.2 5556.1 1024.6 5697.0 1024.2 5763.3 I GR 102$.9 5844.7 1027.1 5939.5 1024.3 5977.8 1024.3 6045.0 1024.1 6096.5 GR 1026.5 6192.2 1029.9 6252.1 1032.1 6297.2 1034.2 6321.6 1032.0 6342.4 GR 1033.2 6360.6 1036.6 6420.9 1042.1 6486.9 104S.6 6574.6 1053.6 6669.3 GR 1055.3 6762.5 1054.0 6851.6 1057.4 6938.9 1061.1 6987.5 1060.7 7080.4 GR 1061.4 7144.0 1063.3 7203.2 5000.0 7204.0 I ET 7,1 4991.1 5850.0 III-3 I ~~ ---- I I Xl 160.0 47.0 4891.1 5097.5 50.0 60.0 30.0 ,0 .0 .0 GR 5526.3 4570.3 5026.7 4708.3 5000.0 4891.0 1025.8 4891.1 1014 .9 4961.0 GR 1014.9 5000.0 1015.2 5040.5 1018.1 5066.4 1025.3 5097.5 1025.4 5120.0 I GR 1024.0 5134.5 1025.8 5161.6 1025.4 5220.3 1025.1 5326.4 1026.6 5399.0 GR 1025.3 5520.6 1025.4 5643.8 1025.1 5697.5 1024.0 5722.4 1023.2 5752.6 GR 1023.3 5776.9 1024.5 5789.1 1025.4 5869.5 1026.3 5944.1 1027.2 6015.2 GR 1026.5 6026.4 1024.2 6053.4 1024.6 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4918.0 1031.5 4918.4 1021. 7 4971.9 1021.7 5000.0 1022.2 5026.0 I GR 1036.7 5088.0 1036.7 5103.2 1032.8 5120.4 1031.6 5148.5 1032.5 5262.8 GR 1032.5 5270.0 5000.0 5271.0 5032.4 5424.5 ET 10.4 QT 2 9700.0 9700.0 I Xl 230.0 '.0 4915.0 5099.9 500.0 555.0 530.0 .0 .0 .0 GR 5000.0 4914.0 1037.3 491S.0 1023.6 4970.1 1023.5 5000.0 1023.5 5033 .6 GR 1037.0 5099.9 5000.0 5100.0 5037.1 5121.4 Xl 240.0 12.0 4898.6 5090.3 500.0 550.0 525.0 .0 .0 .0 I X3 10 1040.7 1034.8 GR 5035.6 4.650.1 5035.7 4860.4 5000.0 489S.0 1040.5 4898.6 1024.9 4961.0 I II1-4 -z., 1 I I GR 1024.7 5000.0 1024.8 5052.1 1035.5 5090.3 1035.2 5110.0 5000.0 5111.0 GR 5034.8 5140.4 5035.6 5299.2 I Xl 250.0 28.0 4899.1 5095.6 375.0 475.0 475.0 .0 .0 .0 GR 5000.0 4899.0 1042.9 4899.1 1029.5 4959.8 1027.3 4961.9 1026.9 5000.0 GR 1026.7 5035.2 1029.1 5043.4 1029.7 505).8 1039.6 5095.6 1039.2 5126.7 GR 1037.3 5137.7 1036.6 5162.4 1037.3 5111.5 1040.0 5183.3 1040.4 5199.5 GR 1039.8 5216.9 1039.8 5310.3 1039.8 5388.6 1039.8 5399.3 1039.8 5410.8 I GR 1040.0 5434.2 1039.8 5458.3 1051.5 5459.7 1051.S 5494.5 1039.8 5496.5 GR 1039.a 5500.0 5000.0 5501. 0 5039.3 5565.9 Xl 260.0 56.0 4915.0 5091.7 460.0 390.0 510.0 .0 ,0 .0 X3 10 1044.1 1038.0 I GR 5038.0 4865.9 5041.8 4893.2 5000.0 4914.0 1043.9 4915.0 1033 .3 4955.9 GR 1029.6 4961,9 1029.0 5000.0 1028.9 5040.4 1042.2 5091.7 1042.2 5107.8 GR 10J8.0 5132.5 1038.2 5150.1 1039.1 5187.0 1042.3 5195.1 1042.0 5213.1 GR 1040.5 5228.6 1040.5 5289.7 1040.5 5379.8 1040.5 5398.7 1040.5 5480.5 GR 1041.6 5534.6 1041.3 5658.5 1042.0 5667.1 1042.3 5862.5 1037.7 5886.8 I GR 1036.0 5916.8 1036.4 5934.9 1036.8 5954.4 1036.4 5965.8 1037 .1 5987.3 GR 1038.9 6004.4 1039.1 6051.8 1036.4 6076".1 1036.9 6127.3 1036.8 6258.3 GR 1036.9 6385.5 1036.9 6453.1 1038.9 6468.5 1039.6 6514.3 1037.9 6527.1 GR 1045.3 6551.3 1046.6 6626.2 1054.2 6629.0 1056.4 6848.1 1048.2 6856.5 I GR 1049.5 6983.7 1047.6 7025.2 1048.1 7089.9 1050.5 7131.4 1052.9 7173.5 GR 1056.7 7245.3 1057.7 7290.6 1058.2 7302.2 1058.9 7343.8 1059.1 7455.8 GR 5000.0 7456.0 Xl 270.0 17 .0 4914.8 5094.4 500.0 450.0 525.0 ,0 ,0 ,0 I X3 10 1043.0 1038.8 GR 5000.0 4914.0 1043.0 4914.8 1028.8 4969.7 1028.7 5000.0 1028.2 5037.4 GR 1041.9 5094.4 1042.3 5113.0 1039.3 5127.9 1038.8 5142.0 1039.2 5166.1 GR 1042.1 5181.7 1042.1 5195.7 1041.0 5200.0 5000.0 5201.0 5041.0 5214.9 GR 5041.0 5278.5 5041.0 5353.5 I ET 15.4 Xl 280.0 17.0 4912.9 5091.0 520.0 460.0 530.0 ,0 ,0 ,0 X3 10 1044.5 1040.2 GR 5000.0 4912 .0 1044.5 4912.9 1029.7 4971. 4 1029.8 5000.0 1029.5 5031.7 I GR 1043.8 5091.0 1043.5 5109.6 1040.2 5143.8 1040.2 5157.7 1042.8 5174.0 GR 1042.9 5326.7 1042.9 5350.0 5000.0 5351. 0 5042.9 5447.6 5042.3 5588.8 GR S042.0 5738.0 5042.1 5777 .7 I ET 12.4 Xl 290.0 12.0 4907.2 5097.9 875.0 780.0 825.0 ,0 .0 .0 X3 10 1045.9 1040.2 GR SOOO.O 4907.0 1045.6 4907.2 1032.5 4973 .4 1031. 7 5000.0 1031.8 5033.7 GR 1046.5 5097.9 1046.5 5100.0 5000.0 5101.0 5046.4 5112.0 5040.2 5144.2 I GR 5040.1 5233.6 5040.0 5328.5 ET 10.4 Xl 300.0 14.0 4879.9 5104.6 75.0 90.0 80.0 .0 .0 .0 X3 10 1044.1 1041.9 I GR 5042.9 4707.3 5042.3 4761.0 5000.0 4878.0 1042.8 4879.9 1039.0 4914 .0 GR 1033.5 4957.9 1032.5 5000.0 1031.9 5027.7 1044.6 5104.6 1044.6 5110.7 GR 1042.2 5129.5 1041.9 5250.8 1041.9 5399.5 1042.6 5518.0 Xl 310.0 17.0 4912.1 5094.3 100.0 70.0 80.0 .0 ,0 .0 I X) 10 1045.7 1042.3 GR 5000.0 4912.0 1045.7 4912.1 1033.0 4966.4 1032.6 5000.0 1032.6 5041. 6 GR 1045.8 5094.3 1045.6 5107.8 1044.4 5120.8 1042.3 5133 .2 1042.3 5153.4 GR 1042.3 5170.0 5000.0 5171.0 5042.3 5332.5 5042.3 5500.5 5040.4 5809.0 GR 5041.5 5815.2 5041.2 5841.1 I Xl 320.0 36.0 4920.2 5106.6 530.0 530.0 530.0 .0 .0 .0 X3 10 1046.8 1044.3 GR 5000.0 4920.0 1046.8 4920.2 1034.5 4964.9 1033 .6 5000.0 1034.0 5041.4 I GR 1049.5 5106.6 1049.0 5124.2 1049.5 5133.8 1044.9 5157.3 1044.3 5184.9 GR 1045.0 5514.0 1043.0 5833.6 1043.2 5844.5 1043.2 6150.5 1043.8 6504.9 GR 1045.0 6515.3 1045.3 6539.5 1044.6 6549.1 1045.2 6560.4 1045.8 6685.3 GR 1047.6 6829.4 1048.8 7033 .2 1049.2 7126.0 1047.6 7147.3 1049.0 7165.5 GR 1048.1 7354.4 1047.9 7593.6 1047.7 7878.4 1049.2 7885.3 1049.4 7926.1 I GR 1051.1 7955.8 1053.0 8031.3 1057.9 8082.5 1063.3 8117.7 1069.3 8158.9 GR 1072 .9 8194.0 Xl 330.0 66.0 4915.4 5092.6 530.0 525.0 525.0 .0 ,0 .0 X3 10 1049.3 1045.6 I GR 5046.2 4854.5 5046.8 4871.2 5047.5 4883.7 5000.0 40915.0 1049.3 40915.40 GR 1040.9 4955.8 1036.0 4962.8 1035.9 5000.0 1035.9 5036.9 1050.3 5092.6 II1-5 I ~%> ------- ----------- I I GR 1051.0 5117.8 1046.7 5138.3 1045.6 5184.3 1045.9 5287.5 1046.4 5506.5 GR 1046.0 5739.5 1046.1 5783.9 1046.5 5923.4 1046.8 6062.8 1046.8 6114.9 GR 1046.7 6324.2 1047.8 6433 .9 1049.6 6631.4 1051.9 6860.9 1052.7 7065.4 I GR 1052.7 7136.5 1050.8 7150.9 1053.2 7165.5 1052.1 7177.4 1051.4 7303.2 GR 1050.4 7436.2 1049.9 7597.4 1051.4 7738.2 1052.1 7772.9 1052.7 7792.2 GR 1055.4 7798.4 1055.2 7831.3 1057.8 7847.5 1060.3 7928.8 1061.0 7937.5 GR 1062.9 7949.3 1065.2 8031.7 1068.3 8142.9 1071.7 8223.0 1071.6 8295.2 GR 1070.9 8407.1 1070.7 8514.5 1072 .9 8550.7 107).1 8587.1 1075.2 8617.3 I GR 1079.7 8644.1 1085.0 8660.6 1093.9 8673.7 1094.9 8738.8 1103.7 8756.5 GR 1103.6 8785.1 1099.7 8816.2 1097.1 8864.5 1101.3 8944.4 1106.2 8998.4 GR H09.0 9028.5 1107.1 9063.4 1100.3 9096.7 1097.6 9107.3 1097.1 9120.0 GR 5000.0 912t.O I Xl 340.0 52.0 4882.8 5099.3 575.0 485.0 575.0 ,0 .0 .0 Xl 10. 1048.7 1047.5 GR 5000.0 1047.0 1047.4 4882.8 1038.5 4894.3 1038.8 5000.0 1038.8 5046.7 GR 1052.1 5099.3 1052.3 5111.7 1048.5 5141.7 1047.5 5258.0 1047.3 5463.5 I GR 1047.6 5579.4 1047.8 5774.0 1048.4 5949.4 1049.2 6077 . 2 1049.9 6253.3 GR 1050.0 6286.0 1050.6 6304.6 1052.9 6517.6 1054.5 6714.2 1055.7 6964.6 GR 1055.9 7058.0 1053.8 7071.5 1056.1 7084.6 1055.9 7122.4 1055.0 7172.6 GR 1054.5 7241.0 1054.4 7309.7 1055.4 7]40.6 1057.6 7376.5 1060.6 7393.9 GR 1063.4 7406.0 1069.8 7430.3 1074.4 7454.4 1078.2 7478.] 1080.5 7502.5 I GR 1078.1 7540.8 1076.5 7577 .) 1075.5 7598.8 1074.8 7646.2 1075.4 7666.4 GR 1076.2 770] .0 1076.9 7741.9 1076.] 7777.5 1074.4 7832.] 1074.0 7873.3 GR 1073 .6 7909.2 1074.7 7945.1 1075.6 7977 .8 1077.9 8014.0 1081.7 8048.1 GR 1085.5 8074.8 5000.0 8075.0 I Xl 350.0 55.0 4922.0 5100.6 475.0 485.0 550.0 ,0 ,0 .0 Xl 10 1055.0 1051.5 GR 5000.0 4921.0 1055.0 4922.0 1041.7 4964.7 1041.6 5000.0 1041.4 5040.7 GR 1056.5 5100.6 1056.2 5117.5 1051.5 5140.4 1051.6 5202.1 1051.4 5309.5 GR 1051.1 5449.9 1050.7 5601. 9 1050.5 5745.2 1051.0 5905.5 1051.6 598].2 I GR 1052.0 600].7 lOSt. 8 6011.7 1052.8 607].5 1054.7 6234.5 1055.5 6368.5 GR 1056.] 64]3. 4 1067.6 6442.2 1067.7 6647.0 1056.7 6649.2 1058.4 6775.8 GR 1060.2 6875.9 1057.0 6889.0 1060.5 6916.1 1061.0 6967.3 1061. 8 6992.1 GR 1070.5 7016.6 1070.7 7026.1 1088.9 7027.5 1087.5 7043.6 1010.9 7049.8 GR 1071.2 1080.7 1077.8 71]7.4 1073.5 7167.8 1068.6 7217.0 1065.4 7248.8 I GR 1067.0 7292.0 1071.9 7339.7 1076.1 7376.2 1071.9 1402.1 1075.5 7494.2 GR 1075.0 7591.8 1075.3 7662.8 1076.7 7737.0 1078.7 778$.1 1084.] 7841.8 GR 1088.8 7911.3 1090.4 8001.6 1093.4 8071.4 1097.6 8170.3 5000.0 8171.0 I Xl 360.0 63.0 4918.4 5093.9 460.0 430.0 500.0 .0 .0 .0 Xl 10 1057.5 1051.5 GR 5000.0 4918.0 1057.4 4918.4 1042.7 4963.1 1042.6 5000.0 1042.8 5037.6 GR 1057.3 509].9 1057.3 5117.1 1051. 5 5139.4 1052.1 5162.4 1052.4 5274.5 GR 1052.2 5434 .1 1053.9 5585.1 1053.6 5732.4 1053.6 5751.1 1053.7 5836.7 I GR 1053.9 5987.8 1054.3 6059.3 1057.8 6075.1 1055.3 6101:2 1063.8 6104.5 GR 1063.8 6114.0 1055.1 6116.3 1057.7 6307.7 1060.2 6494.5 1060.2 6616.4 GR 1063.8 6632.1 1064.7 6699.7 1062.2 6716.1 1059.8 6726.3 1068.3 67]7.9 GR 1068.0 6745.1 1064.8 6758.7 1065.1 6783.3 1070.3 6807.8 1074.6 6833 .1 GR 1078.4 6861.8 1082.4 6892.7 1082.4 6928.2 1081.1 6973 .8 1078.8 7019.9 I GR 1078.7 7065.2 1078.7 7081.7 1080.6 7123.2 1081.$ 1139.2 1080.9 7193.3 GR 1079.7 7265.0 1079.7 7303.6 1080.1 7339.1 1082.9 7387.8 1087.5 7415.4 GR 1091.8 7456.4 1096.9 7481.2 1101.9 7514.5 1102.3 7537.9 1100.3 7582.7 GR 1098.8 7609.9 1102.2 7656.8 1104.4 7732.6 1104.7 7812.$ 1108.8 7898.3 GR 1111.5 7954.5 1110.5 7979.2 5000.0 7980.0 I Xl 370.0 31.0 4923.4 5091.2 425.0 455.0 525.0 .0 ,0 .0 Xl 10 1059.4 1053.5 GR 5054.7 4880.1 5054.9 4889.8 5000.0 492).0 1059.3 4923.4 1045.2 4963.7 I GR 1044.9 5000.0 1044.9 5038.5 1059.6 5091.2 1059.6 5131.1 1053.9 5145.6 GR 1053.5 5222.1 1054.3 5310.0 1055.1 5405.2 1055.0 5477 .1 1055.4 5485.6 GR 1055.3 5523.0 1054.6 55]6.9 1055.0 5664.7 1055.8 5900.6 1057.3 6105.1 GR 1059.1 6282.4 1062.2 6427.3 1063.4 6580.1 1064.7 6601.5 1065.8 6775.2 GR 1065.7 6871.2 1074.4 6811.8 1074.7 6904.4 1065.7 6911.3 1067.2 7000.1 I GR 5000.0 7001.0 SE~O DEPTH CWSEL CRIWS WSELK EO RV HL OLOSS L.BANK ELEV 0 OLeS OOl OROB ALOS AOl ARCS VOL TWA R. BANK ELEV I TIME VLOB VOl VROS XNL XNOl XNR WTN ELMIN SSTA SLOPE XLOBL XLOl XLOBR ITRIAL 1DC ICONT CORAR TOPWID ENDST -PROF 1 I 0 I II1-6 "2-~ I I. I . I I I I I I I I I I I I I I I CCHV- .100 CEHV- .SECNO 1.000 3470 ENCROACHMENT STATIONS. .300 1753.0 TYPE- 1 TARGET- 2464 .1 3495 OVERBANK AREA. ASSUMED NON-EFFECTIVE, ELLEA_ 100000.00 ELREA_ 711.100 1010.30 SEom 120.CROSS-SECTION. SWSEL, FLDWAY LIMITS FROM OLD HEC-2 . FBFM 1.000 11.31 1010.31 .00 .00 1011.05 .7' ,00 .00 100000.00 30900.0 .0 30712.5 187.5 .0 4450.8 160.9 .0 .0 1010.30 .00 .00 6.90 1.17 .000 .030 .030 .QOO 999.00 1753.04 .000965 O. O. O. 0 0 0 .00 711.10 2464.14 FLOW DISTRIBUTION FOR SECNO_ STA_ 1753. 2220. PER Q_ 99.4 AREA. 4450.8 VEL.. 6.9 DEPTIl.. 9.5 2350. .3 8S.S 1.2 .7 .SErna 2.000 34 70 ENCROACHMENT STATIONS- 1. 00 CWSEL.. 1010.31 2464. .3 75.1 1.2 ,7 1721.4 2275.4 TYPE.. 1 TARGET. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 100000.00 ELRBA_ 554.010 100000.00 BECNO Il2-CROSS-SECTION FLOODPLAIN . FLDWAY LIMITS FROM OLD HEC-2 . FBFM 2.000 8.87 1011.67 .00 .00 1012.59 .92 1.49 ,OS 100000.00 30900.0 .0 30900.0 ,0 ,0 4021. 7 .0 119.1 17.5 100000.00 .0' .00 7.68 .00 .000 .030 .000 .000 1002,80 1728.73 .001645 1100. 1200. 1300. 2 0 0 .00 536.91 2265.64 FLOW DISTRIBUTION FOR SECNO_ 1729. 2280, 100.0 4021.7 7.7 7,S STA_ PER Q- AREA. VEL_ DEPTH- 12JUN98 09;01:35 SEalO DEPTH CWSEL Q QLOB QCR TIME VLOB VCR SLOPE XLOBL XLCR .SEalO 3.000 3470 ENCROACHMENT STATIONS_ 2,00 CWSEL_ 1011.67 PAGE 11 CRIWS WSELK EO HV HL OLOSS L- BANK ELEV QROB ALeB ACR AROB VOL TWA R-BANK ELEV VROB XNL XNCR XNR W'l'N ELMIN SSTA XLOBR ITRIAL Ioe lCONT CORAR TOPWID ENDsr 1688,9 1 TARGET- ]816,2 TYPE_ 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 100000.00 ELREA_ SEalO 144-CROSS-SECTION FLOODPLAIN 5. 3.000 9,76 1013.56 .00 30900.0 .0 30900.0 .0 .09 .00 7,25 ,00 .001342 1200, 1200. 1200. FLOW DISTRIBUTION FOR SECNO- STA_ 1705, 2240. PER Q_ 100,0 AREA_ 4264.9 VEL- 7.2 DEPTH_ 8 ' 0 .SEalO 10,000 SECNO 10,000 nOWAY ,00 ,0 ,000 2 LIMITS FROM OLD HEC-2 1014.37 .82 4264.9 .0 .030 .000 o 0 3.00 CWSEL- 1013.56 10 -FLOOWAY LIMITS FROM 1988 FBFM MAPS 8.32 1014.82 ,00 ,00 1015.97 1.16 II1-7 2127.310 1014.00 . FBFM 1.78 233.2 ,000 .00 .01 32.2 1003.80 533.27 100000.00 1014 ,00 1704,88 2238.15 1. 50 .10 1016.20 ?:f:J I I 28500.0 .0 28496.7 ),) ,0 3302.4 5,5 320.2 44.4 1014.50 .12 .00 8.63 .'0 .000 .025 .030 .000 1006.50 4795.14. .001693 1000. 1000. 1000. 2 0 0 .00 531.92 5327.05 I F'LOW DISTRIBUTION FOR SECNO- 10.00 CWSEL. 1014.82 STA. 4795. 5292. 5321. PER Q. 100.0 .0 I AREA- 3302.4 5.5 VEL- '.6 ., DEPTH. ,,' .2 .SEOIO 20 .000 I 3301 HV CHANGED MORE THAN HVINS 1 12JUN98 09;01:35 'AGE 12 I SEOla 20 .FLOOWAY LIMITS FROM 1988 FBFM MAPS 20.000 8.88 1015.68 ,00 .00 1017.35 1.67 1.22 ," 1015.50 28500.0 2.8 28497.2 .0 ',1 2750.5 ,1 359.1 51.1 1015.60 I .14 .70 10.36 .0) .030 .025 .030 .000 1006.80 4790.00 .002930 550. 560. 555. 2 0 0 .00 507.71 5287.71 I FLOW DISTRIBUTION FOR SECNO. 20.00 CWSEL_ 1015.68 STA. 4780. 4811. 5286. PER Q_ ,0 100.0 AREA. ',1 2750.5 I VEL_ ,7 10.4 DEPTII_ .1 5,' .SECNO 30.000 SEQlD )0 -FLOOWAY LIMITS FROM 1988 FBFM MAPS I ]0.000 9.43 1016.13 ,00 ,00 1017.96 1.82 .56 .05 5017.50 28500.0 .0 28489.8 10.2 .0 2630.0 ,,' 370.3 53.3 1015.60 . " ,00 10.B3 1.1B .000 .025 .030 .000 1006.70 4831.00 .003307 200. lao. 350. 2 0 0 .00 497.19 5328.19 I FLOW DISTRIBUTION FOR SECNO- 30.00 CWSEL_ 1016.13 STA.. 4831. 5296. 5328. I PER Q_ 100.0 .0 AREA_ 2630.0 8.' VEL- 10.8 1.2 DEPTH- 5.7 .) I -SECNO 40. 000 3265 DIVIDED FLOW I 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 1023.60 ELREA_ 1016.90 40.000 9.61 1017.61 .00 .00 1019.32 1.71 1.35 .01 1022.70 26577.7 ,0 26555.6 22.0 .0 2527.7 14.1 401.5 58.3 1019.60 .16 .00 10.51 1.56 .000 .025 .030 .000 1008.00 4852.14 I .002035 650. 525. 425. 2 0 0 .00 350.62 5260.99 FLOW DISTRIBUTION FOR SECNO- 40.00 CWSEL_ 1017.61 I 1 12JUN98 09:01:35 PAGE 13 I SEClO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCll QROB ALOB AClI AROB VOL TWA R-BANK ELEV TIME VWB VClI VROB XNL XNClI XNR WTN ELMIN SSTA SLOPE XLOBL XLClI XLOB' ITRIAL Ice ICONT eORAR TOPWID ENDST I II1-8 I '3>\ I I I I I I I I I I I I I I I I I I I STA. PER O. AREA_ VEL_ DEPTH- 5244. ,0 3.5 1.1 .1 4852. 51B6. 99.9 2527.7 10.5 7.a 5258. ,1 9.5 1.S ,7 5261. ,0 1.1 1.1 .. "SEam 50.000 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 1025.10 ELREA- 50.000 9.80 1018.90 .00 .00 1020.43 1. 53 26577.7 .0 26444.8 132.8 .0 2659.0 98.0 .17 ,00 !L95 1.35 .000 .025 .030 .001647 500. 600. 400. 2 0 0 FLOW DISTRIBUTION FOR SEDlO- 50.00 CWSEL_ 1018.90 STA. 4806. 5127. 5277. 5378. PER Q_ 99.S .2 .3 AREA- 2659.0 42.2 55.9 VEL. 9.9 1., 1., DEPTH- S" .3 ., 1017.80 1. 09 437.7 .000 ,00 .02 63.6 1009.10 492.44 1024.70 1020.40 480S.98 5378.38 .SECNO 60.000 3265 DIVIDED FLOW 34 95 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLE:A_ 1026.90 ELREA. 1019.00 60.000 10.74 1019.84 ,00 .00 1021.14 1.30 .'a .02 1025.50 26577.7 .0 25570.0 1007.6 .0 2745.1 491.6 4. 71.1 70.7 1025.80 .19 .00 9.31 2.05 .000 .025 .030 .000 1009.10 4875.94 .001256 800. 475. 575. 2 0 0 .00 687.60 5780.00 1 12JUN98 09:01:35 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-8ANK ELEV 0 QLOB 001 QROB ALO. AOI ARO. VOL TWA R-BANK ELEV TIME VLOB VOl VROa XNL XNOI XNR WTN ELMIN SSTA SLOPE XLOBL XLOI XLOBR !TRIAL IDe lCONT eORAR TOPWID ENDST FLOW DISTRIBUTION FOR SECNO_ 60.00 CWSEL_ 1019.84 STA- 4876. 5176. 5263. 5419. 5479. 5604. 5780. PER Qs 96.2 ,1 .0 " 1.5 1., AREA- 2745.1 24.0 3.1 74.2 180.3 210.1 VEL. 9,3 1.5 1.1 2.0 2.2' 2.0 DEPTH_ 9.5 ,3 ,0 1.2 L' 1.2 SPECIAL BRIDGE 5B XK XKOR 1. 79 eOFQ 2.60 RDLEN .00 awe 269.00 aw. 6.00 aAREA 4082.15 .90 .SECNO 80.000 CLASS A LOW FLOW 3420 BRIDGE W.S._ 1019.70 BRIDGE VELOCITY- 11.14 SS 1.30 ELCHU 1011.00 BAREA CALCULATED CHANNEL AREA_ ELTRD EGPRS EGLWC H3 QWEIR OLOW TRAPEZOID AREA 4389. .00 1021. 68 ,09 0, 26578. 4082. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 1027.50 ELREA- II1-9 1026.50 1020.20 ELLC 1025.00 ELCIlD 1011.00 2386. WEIRLN o. 3'Z.-- I I I I I I I I I I I I I I I I I I I 80.000 10.63 1019.93 ,00 ,00 1021.68 1. 75 ,54 ,00 1023 .24 26577.7 .0 26577.7 .0 .0 2505.5 .0 476.9 72.0 1024.72 .1' .00 10.61 .00 .000 .025 .000 .000 1009.30 4856.58 .001834 82. '2, 150. 0 0 0 ,00 289.33 5145.92 FLOW OISTRIBtrrION FOR SEOla. 80.00 CWSEL- 1019.93 STA. 4857. 5151. PER Q. 100 .0 AREA. 2505.5 VEL- 10.6 DEPTH. '.7 "SEOIO 90 .000 1 12JUN98 09:01:35 PAGE 15 SEOlO c<PTIl CWSEL CRIWS WSELK EG HV HL OLOSS L- SANK <LEV 0 QLoa OCR QRCB ALDB ACR ARCB VOL TWA R-BANK <LEV TIME 'lLaB VCR 'lRaB XNL XNCR XNR W1'N ELMIN SSTA SLOPE XLOBL XLCR XLOBR ITRIAL Ice ICONT CORM TOPWID ENOST 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 90.000 11.75 1021.55 .00 ,00 1022.38 .83 ,'2 .0' 1028.40 17377 .1 .0 16509.7 867.9 ,0 2198.0 626.0 506.2 79.3 1039.00 .21 .00 7.51 1.39 .000 .025 .030 .000 1009.80 4881.47 .000834 '0. 475. 515. 3 0 0 ,00 998.39 6590.33 FLOW DISTRIBUTION FOR SECNa_ 90.00 CWSEL.. 1021. 55 BrA.. 4881. 5176. PER Q.. 95.0 AREA. 2198.0 VEL. 7.5 DEPTH- 9 . 3 5359. 5465. 5608. 5763. 5838. 6110. 6183. 6547. 6590. ,3 L. Ll L4 ,2 .3 .2 .0 .0 32.1 143.3 135.4 162.5 43.1 52.5 38.3 .,. ... L7 L7 L4 LS LO ,. .. .5 ,5 .2 L3 .. LO ., .2 ,5 ,0 .2 .SECNO 100.000 3265 DIVIDED FLOW 100.000 12.02 1022.22 .00 ,00 1022.82 ,'0 .41 .02 1027.40 17377.7 .0 13542.8 38J4.8 .0 1945.0 1795.1 544.6 92.6 1025.50 .23 .00 6.96 2.14 .000 .025 .030 .000 1010.20 4875.48 .000800 460. 500. 525. 0 0 0 .00 1222.29 6200.00 FLOW DISTRIBUTION FOR SECNO- 100.00 CWSEL_ 1022.22 STA- 4875. 5U8. 5333. 5461. 5677 . 5934. 6200. PER Q.. 77.9 3.2 3,' 4,' 5.5 4.' AREA. 1945.0 235.7 283.1 391.9 463.1 421.4 VEL- 7.0 2,3 2,4 2.2 2.1 I.' DEPTH_ '.5 Ll 2,2 L' L' L' .SECNO 110 .000 1 12JtlN98 09:01,35 SECNO C<PTIl CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLaB OCR QROB ALDB ACR ARaB VOL TWA R-BANK ELEV TIME 'lLaB VCR 'lRaB XNL XNCR XNR W1'N ELMIN SSTA SLOPE XLOBL XLCR XLOBR !TRIAL Ice ICONT CORM TOPWIO ENOST PAGE 16 3265 CIVICED FLOW II1-10 3>~ I I, I I I I I I . I I I I I I I I I I 110.000 12.05 1022.95 .00 .00 1023.42 .47 .58 .01 1019.80 17377.7 59.9 11184.8 6132.9 31.6 1698.6 2455.1 610.5 114.6 1026.90 ," 1.90 6.58 2.S0 .030 .025 .030 .000 1010.90 4854.13 .000813 715. 725. 725. 2 0 0 .00 1426.19 6399.43 FLOW DISTRIBUTION FOR BECNO- 110.00 CWSEL. 1022.95 STA. 48S4. PER Q_ AREA. VEL. DEPTH_ 4874. 5114. 5283. 5353. 5462. 5604. 5697. 5793. 6013. 6335. 64.4 3.' 3.5 3.2 5,3 4.' 4.3 '.7 4,1 1698.6 202.4 208.1 234.1 356.0 274.3 267.9 485.1 4012.8 ,., 3,1 2.' 2.4 2.' 2,' 2.a 2,4 1.7 7.7 1.2 2.' 2,1 2.5 2.' 2.a 2.' 1.3 6399. ,0 14.4 .5 " .3 31.6 1.. 1., "SEOIC 120.000 3265 DIVIDED FLOW 120.000 17377.7 .2' .OO1l74 10.78 .0 .00 550. 1023.18 13072 . 8 8.79 550. .00 4304.9 2.63 500. .00 ,0 .000 2 1024.11 1486.5 .025 o .93 1634.9 .030 o ,56 654.3 .000 .00 .14 1JO.4 1012.40 1292.02 1028.70 1029.10 4918.01 6298.93 FLOW DISTRIBUTION FOR SECNO__ 120.00 CWSEL_ 1023.18 STA. PER Q- AREA. VEL- DEPTII. 4918. 5147. 75.2 1486.5 a.a a.l 5209. .1 7,7 La .1 5246. 5317. 5433. 5558. 5673. 5804. 5901. 6048. 6176. 6299. 1.3 1.7 2,' 3.3 4,0 5.5 2.' 2,7 1.0 .1 76.5 116.0 182.8 216.7 234.9 298.3 169.2 202.3 106.8 23.7 2.' 2.5 2.5 2.6 2.' 3.2 2.' 2.3 1., ., 2.0 1., 1., 1,7 2,0 2.3 1.7 1.4 ,a .2 .SECNO 130.000 3255 OIVIDED FLOW 130.000 11.25 1024.15 .00 .00 1024.74 ,5' .5' .03 1031.30 17377.7 .0 11210.0 6167.5 ,0 1515.4 2366.2 695.0 146.7 1029.20 .31 .00 7.40 2.51 .000 .025 .030 .000 1012.90 4902.90 .001026 510. 495. 515. 3 0 0 ,00 1495.32 6510.08 12JlJN98 09:01:35 PAGE 17 SEom DEPTH CWSEL CRIWS WSELK EG IN HL OLOSS L-BANK ELEV 0 OLOS 001 QRoa ALOS AOI AROS VOL TWA R - BANK ELEV TIME VLOS VOl 'lROS XNL XNOI XNR W1'N ELMIN SSTA SLOPE XLOaL XLOI XLOSR ITRIAL IDe ICONT CORAR TOPWIC ENDST FLOW DISTRIBUTION FOR SECNO_ 130.00 CWSEL_ 1024.15 STA_ 4903. 5123 . 5227. 5238. 5259. PER a. 64.5 ,3 ,6 ,7 AREA. 1515.4 24.0 30.4 45.5 VEL_ 7.4 2.0 3.2 2.6 DEPTH_ 7.7 .2 2,a 2.1 5297. 5410. 5539. 5703. 5863. 6012. 6187. 6375. ,a 3,5 5.6 7.3 '.7 5,3 3,1 1.4 61.3 237.3 329.5 425.5 397.1 336.2 260.9 168.0 2,2 2.' 3.0 3.0 2.' 2.7 2.1 1.5 1.6 2,1 2.5 2.' 2.5 2.2 1.5 ,. STA- 6375. PER Q_ AREA. VEL- DEPTH_ 6510. .2 50.4 .a .4 .SECNO 140.000 3265 DIVIOED FLOW 140.000 17377.7 .34 .001173 10.80 .0 .00 475. 1024.70 11180.8 7.79 525. ,00 6196.9 2.62 575. .00 ,0 .000 2 1025.35 1436.2 .025 o .64 2362.7 .030 o ,5' 744.0 .000 ,00 ,02 166.5 1013.90 1526.03 1034.30 1030.40 4901.14 6523.27 FLOW DISTRIBUTION FOR SECNO_ 140.00 CWSEL- 1024.70 II1-11 ~ I I I I I I I I I I I I I I I I I I I srA_ 4901. S11a. 5520. 5652. 5722. 5930. 6100. 6281- 6455. 6523. PER Q_ 64.3 5,2 3.' 3,5 a,l ',0 5.' 3.2 .2 AREA_ 1436.2 429.9 258.2 185.3 475.5 366.3 363.3 253.4 30.8 VEL_ 7,a 2.1 2.7 3,3 2,' 2.a 2,7 2.2 1.0 DEPTH. 7.' 1.1 2,0 2.7 2.3 2.2 2,0 1.5 ,5 .SEom 150.000 3255 OIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL ]693 PROBABLE MINIMUM SPECIFIC ENERGY 1 12JUN98 09,01:35 SEOiO DEPTH CWSEL c:RIWS Q QLOB QClI QRCB TIME VLOB VClI VROB SLOPE XLOBL XLClI XLOBR PAGE 18 WSELK EG HV HL OLOSS L.BANK ELEV ALOB AClI AROB VOL TWA R.8ANK ELEV XNL XNClI XNR W'l'N ELMIN SSTA ITRIAL IDC ICO"" CORAR TOPWID ENDST ,00 1027.54 1.85 .44 .36 1031.70 .0 1420.6 612.8 769.3 178.4 1028.90 .000 .020 .030 .000 1014.60 4896.25 20 a 0 ,00 827.81 6149.29 CWSEL- 1025.69 3720 CRITICAL 150.000 17377.7 .35 .001617 DEPTH ASSUMED 11.09 1025.69 .0 16090.3 .00 11.33 225. 275. 1025.69 1287.4 2.10 475. FLOW DISTRIBUTION FOR SECNO. 150.00 srA_ 4896. SlOl. 5283. 5343. 5413 . 5442. 5697. 5763. 5835. 5978. 6045. 6097. 6149. PER Q- 92.6 .2 1.0 1.5 .2 .. 1.2 ., .1 1.3 .a .2 AREA_ 1420.6 29.6 74.1 101.7 21.4 52.4 85.7 53.4 13.3 93.6 61.4 26.2 VEL_ n.3 1.3 2.3 2., 1., 1.3 2.' 1., 1., 2.5 2.2 1.2 DEPTH_ 7.5 .2 1.2 1.. .7 .2 1.3 ,7 .1 1.. 1.2 .5 "SEOIO 160.000 3265 DIVIDED FLOW 3301 HV OiANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, DATIO _ 1.66 160.000 12.03 1026.93 ,00 .00 1027.68 .75 ,03 ,11 1025.80 17377.7 ,0 14109.8 3267.9 ,0 1841.8 1809.4 772.0 179.8 1025.30 .35 ,00 7.66 1.81 .000 .020 .030 .000 1014 .90 4891.10 .000585 50. 30, '0. 5 0 0 ,00 1325.26 6240.77 FLOW DISTRIBUTION FOR SBCiO- 160.00 CWSBL_ 1026.93 STA_ 4891. 5098. 532Ei. 5644. 5753. 5870. 6227. 6241. PER Q_ 81.2 ),a 3.3 3.2 3.a '.a .0 AREA- 1841.8 382.2 396.4 251.5 287.1 483.7 a.' VEL- 7.7 1.7 1,' 2.2 2.3 1.7 .. DEPTH_ a,' 1.7 1.2 2.3 2.5 1.. ., "SEOlO 170 .000 1 12JUN98 09:01:35 SEalO DEPTH CWSEL CRIWS WSELK EO HV HL OLOSS L.BANK ELEV Q QLOB QClI QROS ALOB AClI AROB VOL TWA R-BANK ELEV TIME VL08 VClI VROB XNL XNClI XNR W'l'N ELMIN SSTA SLOPE XLOBL XLClI XLOSR ITRIAL IDC ICO"" CORAR TOPWID ENDST PAGE " ]265 DIVIDED FLOW II1-12 ~~ I I 170.000 11.77 1026.77 ,00 ,00 1027.84 1.07 ,05 .10 1027.60 17377.7 .0 14469.4 2908.3 .0 1600.8 1411.9 777 .3 181.3 1027.90 .35 .00 9.04 2.06 .000 .020 .030 .000 1015.00 4915.77 I .000854 85. 90, '5. 2 0 0 ,00 1226.64 6233.15 FLOW DISTRIBUTION FOR SECNQ_ 170.00 CWSEL- 1026.77 I STA_ 4916. 5106. 5576. 5732. 5829. 6130. 6233. PER Qa B3 .) 3.9 ).) 5.' ).2 1.0 AREA- 1600. 8 426.0 267.5 302.8 303.1 112.4 VEL- 9.0 1.5 2.1 ).1 1.8 1.5 DEPTH- 8,5 ,9 1.7 3.1 1.0 1.1 I .SE~O IBO.OOO 3265 DIVIDED FLOW I 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY I )720 CRITICAL DEPTH ASSUMED 180.000 11.28 1028.28 1028.28 .00 1029.8$ 1.57 .70 ,15 1030.10 17377.7 .0 14973.5 2404.2 .0 1387.5 1079.0 817,3 196.6 1030.90 ,)7 .00 10.79 2.23 .000 .020 .030 .000 1017.00 4924.08 I .001256 725. 700. 560. 20 11 0 .00 1066.02 6171.72 FLOW DISTRIBUTION FOR SECNO_ 180.00 CWSEL- 1028.28 I BrA. 4924. 5099. 5524. 5626. 5746. 6172. PER 0.. .5 .2 5.1 ).1 ),0 2.5 AREA- 1387 .5 424.4 198.5 207.4 248.7 VEL.. 10. 8 2.1 2,7 2.5 1.8 DEPTH.. 8, . 1.0 1.9 1.7 .. I 1 12JUN98 09:01:35 PAGE 20 I SEQ{O DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q OLOB QCII OROB ALOB ACII AROB VOL TWA R-BANK "LEV TIME VLOB VCII VROB XNL XNCII XNR WTN ELMIN SSTA SLOPE XLOBL XLCII XLOB. ITRIAL IDC ICONT CORAR TOPWID ENDST I "SEQ{O 190.000 3265 DIVIDED FLOW I 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 190.000 11.35 1029.95 1029.95 ,00 1031. 38 1.43 .5' .01 1032.00 I 17377.7 .0 14053.4 3324.2 .0 1326.5 1374.5 848.0 209.7 1032.70 .)9 ,00 10.59 2.402 .000 .020 .030 .000 1019.60 4921. 52 .001227 530. 510. 525. 20 5 0 .00 1117.38 6069.65 I FLOW DISTRIBUTION FOR SECNO- 190.00 CWSEL. 1029.95 STA. 4922. 5090. 5363. 5537 . 5643. 5813. 6070. PER 0_ 80.9 ).. 5,1 ).1 5,2 2.' AREA. 1326.5 274.6 331.3 201.1 332.4 235.2 I VEL_ 10.6 2.1 2,7 2.7 2.7 1.8 DEPTH_ .,. 1.0 1.9 1.9 2.0 .9 "SEQlO 200.000 I 3265 DIVIDED FLOW 200.000 11 .1' 1030.46 1030.34 .00 1032.11 1.65 .55 ,07 1032.40 17377.7 .0 15844.9 1532 .8 ,0 1469.9 730.2 876.8 222.1 1029.70 I .'0 .00 10.78 2.10 .000 .020 .030 .000 1019.30 40923.83 .001353 S15. 515. S10. . 8 0 .00 1007.26 5978.48 III-B I ~ I I I I I I I I I I I I I I I I I 1 I FLOW DISTRIBUTION FOR SECNO_ 200.00 CWSEL- 1030.46 STA. 4924. 5109. PER Q_ 91. 2 AREA_ 1469.9 VEL. 10.S DEPTH. 7 . 9 5239. ',S 240.7 3.2 1.' 5782. J,8 410.1 1.6 .8 5978. .S 79.4 1.1 .. .SEeNO 210.000 3GBS 20 TRIALS ATTEMPTED WSEL,CWSEL 1 12JUN98 09:01:35 SEeNC o TIME SLOPE DEPTH OLOB VLOB XLOBL CWSEL OCll VCll XLCll CRIWS QRCB VROB XL08R WSELK ALOB XNL ITRIAL EG 'Cll XNCll IDC HV AROB XNR lCONT 3693 PROBABLE MINIMUM SPECIFIC )720 CRITICAL DEPTH ASSUMED 210.000 11.58 1032.28 17443.4 .0 15858.1 .42 .00 10.95 .001417 50S. 495. ENERGY 1032.28 1585.4 2.03 500. .00 ,0 ,QOO 20 1033.98 1447.6 .020 8 1.70 781. '7 .030 o FLOW DISTRIBUTION FOR SEeNC- 210.00 CWSEL. 1032.28 STA. 4901. 5084. PER Q.. 90.9 AREA- 1447.6 VEL- 11.0 DEPTH_ '7 . 9 5104. ,0 6.6 .. .J 5125. ,2 19.5 1.8 ,. 5166. 5251. 5499. 5604. 5679. 5874. .8 1.S 2,8 2.0 1.J .. 60.4 112.5 255.9 150.1 100.5 76.1 2.' 2,J 1.. 2.' 2.J 1.0 1.S 1.J 1.0 1.. 1.J .. .SECNO 220.000 3265 DIVIDED FLOW 3) 0 1 HV CHANGED MORE THAN HVINS 220.000 7843.4 ,.. .000457 12.45 .0 .00 550. 1034 .15 7J15.9 5.31 490. .00 527.5 1.69 525. .00 ,0 .000 J 1034.57 1376.9 .025. o ,41 311.4 .030 o FLOW DISTRIBUl'ION FOR SECNO_ 220.00 CWSEL_ 1034 .15 STA.. 4918. 5088. 5120. 5149. 5263. 5270. PER 0" 93.3 ,0 1.2 S,J ,2 AREA- 1376.9 ',0 54.9 240.5 11.9 VEL_ S,J ,B 1.7 1.7 1.J DEPTH- 8,' ,1 2.0 2,1 1.7 .SECNO 230.000 3301 HV CHANGED MORE THAN HVINS HL VOL WTN CORAR .6' 902.1 .000 .00 ,'6 924.5 .000 .00 OLOSS TW' ELMIN TOPWID ,01 233.5 1020.70 973.66 ,13 241.1 1021.70 314.29 L- BANK ELEV R-aANK ELEV SSTA ENOST 1031.40 1032.10 4900.70 5874.36 1031.50 1036.70 4918.40 5270.00 12JTJN98 09:01 :35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLoa OCll OROB ALOB 'Cll AROB VOL TW' R - BANK ELEV TIME VLOB VCll VROB XNL XNCll XNR WTN ELMIN SSTA SLOPE XLOBL XLCll XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST 230.000 10.61 1034.11 ,00 .00 1035.17 1.06 ," ,20 1037.30 9700.0 .0 9700.0 ,0 .0 1171.5 .0 942.0 244.0 1037.00 ,46 .00 8.28 ,00 .000 .025 .000 .000 1023.50 4927.81 .00136B 500. 530. 555. 2 0 0 .00 157.92 50B5.73 II1-14 PAGE 21 PAGE 22 !:>1 I I I I I I I I I I I I I I I I I I I FLOW DISTRIBUTION FOR SECNO- 230.00 CWSEL_ 1034 .11 STA. 4928. 5100. PER 0- 100.0 AREA- 1171.5 VEL_ a.3 DEPTH- 7.' '"SEOlO 240 .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 1040.10 ELREA. 1034.80 24.0.000 10.27 1034 .97 ,00 .00 1035.81 .a' .., .02 1040.50 9700.0 .0 9700.0 .0 ,0 1316.2 .0 951.0 246.0 1035.50 .4B .00 7.37 .00 .000 .025 .000 .000 1024.70 4920.73 .001006 500. 525. 550. 2 0 0 .00 167.67 5088.40 FLOW DISTRIBUTION FOR SECNO- 240.00 CWSEL- 1034.97 STA- 4921. 5090. PER Q_ 100.0 AREA- 1316.2 VEL- 7.' DEPTH- 7.a .SEOre 250.000 3301 HV QiANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OtrrSIDE OF ACCEPTABLE RANGE, KRATIO - .53 250.000 8.21 1034.91 ,00 .00 1037.00 2.09 .a2 .3a 1042.90 9700.0 .0 9700.0 .0 .0 835.2 .0 968.8 247.7 1039.60 .49 .00 11.61 ,00 .000 .025 .000 .000 1026.70 4935.29 .003629 ]75. 475. 475. 3 0 0 .00 140.51 5075.80 1 12JUN9S 09,01:35 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCR OROB ALOB ACR AROB VOL TWA R-BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COllAR TOPWID ENDST FLOW DISTRIBUTION FOR SECNO_ CWSEL- 1034.91 250.00 4935. 5096. 100.0 8]5.2 1l.6 5.9 STA- PER 0- AREA_ VEL_ DEPTII- .SECNO 260.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 1044.10 ELREA_ 1038.00 260.000 7.73 1036.63 .00 .00 1039.18 2.55 9700.0 .0 9700.0 .0 .0 756.9 .0 .50 .00 12.82 .00 .000 .025 .000 .004420 460. 510. 390. 3 0 0 FLOW DISTRIBUTION FOR SECNO. 260.00 CWSEL_ 1036.63 1043.90 1042.20 4943.06 5070.21 2.04 978.1 .000 ,00 .14 249.2 1028.90 127.14 STA_ 4943. 5092. PER 0- 100.0 AREA_ 756.9 VEL", 12.8 DEPTH_ 6 .0 .SECNO 270.000 II1-15 '.?~ I I 3265 DIVIDED FLOW I 3 J 0 1 HV aiANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OU'I'SIDE OF ACCEPTABLE RANGE, KRATIO . 1.93 I 3495 OVERBANK AREA ASSUMED NON-EFFECI'IVE, ELLEA. 1043.00 ELREA- 1038.80 270.000 11.23 1039.43 .00 .00 1040.42 ..a 1. 08 .16 1043.00 9700.0 .0 9684.7 15.3 .0 1215.9 16.1 990.0 251. 2 1041.90 I .52 ,00 7.96 ," .000 .025 .0]0 .000 1028.20 4928.58 .001184 500. 525. 450. , 0 0 .00 195.71 5167.37 I 12J1JN98 09:01:35 PAGE 24 SEalO OEPTII CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB oCII ORCB ALGB ACII ARaB VOL TWA R -BANK ELEV I TIME VLOB VCII VROB XNL XNCII XNR ilTIl ELMIN SSTA SLOPE XLOBL XLCII XLOBR ITRIAL IDe ICONT CORAR TOPWIC ENDST I FLOW DISTRIBUTION FOR SECNO- 270.00 CWSEL. 1039.43 STA_ 4929. S094. 5142. 5166. 5167. PER Q- 99.8 ,1 ,1 .0 AREA_ 1215.9 5,4 10.5 .1 I VEL_ a.o " 1.0 .4 DEPTH- 7.a " .4 " "SEClD 280.000 I 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 1044.50 ELREA- 1040.20 280.000 10 .45 1039.95 .00 .00 1041.27 1. 32 ,75 .10 1044.50 9700.0 .0 9700.0 .0 ,0 1053.8 ,0 1003.9 253.2 1043.80 ,54 .00 9.20 .00 .000 .025 .000 .000 1029.50 4930.84 I .001731 520. 530. 460. , 0 0 ,00 144.24 5075.0B FLOW DISTRIBUTION FOR SECNO- 2BO.00 CWSEL- 1039.95 I STA_ 4931. 5091. PER Q_ 100.0 AREA- 1053.B VEL_ ,., I DEPTH_ 7.3 .SEom 290.000 34 9S OVERBANK AREA ASStJ'MED NON-EFFECTIVE, ELLEA_ 1045.90 ELREA_ 1040.20 I 290.000 9.73 1041.43 .00 .00 1042.96 1.52 1. 63 .0' 1045.60 9700.0 .0 9700.0 .0 .0 97B.B .0 1023.2 256.0 1046.50 .56 .00 9.91 ,00 .000 .025 .000 .000 1031.70 4928.26 .002269 875. 825. 780. , 0 0 .00 147.51 5075.77 I FLOW DISTRIBUTION FOR SECNO_ 290.00 CWSEL_ 1041.43 STA_ 4928. 509B. I PER Q_ 100.0 AREA. 97B.B VEL- ,., DEPTH- 6.6 I , 12JUN98 09:01:35 PAGE 25 I SErna DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L- BANK ELEV 0 OLOB OCII QRoa ALOB ACII AROB VOL TWA R - BANK ELEV III-I 6 I 3~ . I TIME VLOB VCH VROB XNL XNCH XNR NTll ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST I .SECNO 300.000 ]265 OIVIOED FLOW I ] 3 a 1 HV CHANGED MORE THAN HYINS ]495 OVERBANK AREA ASSUMED NON.BFFECTIVE. ELLEA. 1044.10 ELREA. 1041.90 I 300.000 10 ,'6 1042.36 .00 .00 104].16 .SI .13 .07 1042.80 9700.0 .0 9590.2 109.8 ,0 132] .9 121.1 1025.4 256.6 1044.60 ,56 .00 7.24 .91 .000 .025 .030 .000 1031. 90 4883.92 .001263 75. so, '0. , 0 0 .00 554.69 5475.94 I FLOW DISTRIBUTION FOR SECNO- 300.00 CWSEL- 1042.36 STA_ 4884. 5105. 5251. 5400. 5476. I PER Q- 98.9 .3 ,7 .1 AREA. 1323.9 ]6.6 67.1 17.3 VEL_ 7.' ,s 1.0 .7 DEPTH- 6.' .3 .5 ., I .SECNO 310.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 1045.70 BLREA. 1042.]0 I 310.000 9.55 1042.15 ,00 ,00 1043.42 1.27 .12 ,14 1045.70 9700.0 ,0 9700.0 .0 ,0 1072.4 .0 1027.7 257.3 1045.80 .57 .00 9.04 .00 .000 .025 .000 .000 1032.60 4927.28 .001751 100. so. 70. , 0 0 .00 152.45 5079.73 I FLOW DISTRIBUTION FOR SECNO- 310.00 CWSEL- 1042.15 STA- 4927. 5094. I PER 0- 100.0 AREA- 10n .4 VEL- '.0 DEPTH,. 7.0 I 1 12JUN98 09:01:35 PAGE '6 SEacO DEPTH CWSEL CRIWS WSELK sa HV HL OLOSS L-BANX ELEV '- 0 OLOB OCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV I TIME VLOB VCH VROB XNL XNCH XNR NTll ELMIN SSTA SLOPE XLoaL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST I .SECNO 320.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 1046.80 ELREA_ 1044.30 320.000 9.42 1043.02 .00 ,00 1044.48 1. 46 1.01 .0' 1046.BO I 9100.0 ,0 9100.0 ,0 ,0 1000.2 .0 104Q.3 259.1 1049.50 .5. .00 9.70 .00 .000 .025 .000 .000 1033 .60 4933 .92 .002017 530. 530. 530. , 0 0 .00 145.44 5079.]6 I FLOW DISTRIBUTION FOR SECNO- 320.00 CWSEL- 1043.02 STA_ 4934. 5107. PER 0- 100.0 '1 AREA. 1000.2 VEL_ ',7 DEPTH- 6,' .SECNO 330.000 I )301 HV CHANGED MORE THAN HVINS II1-17 I 14,0 I I I I I I I I I I I , I I 'I I I I I 3302 WARNING: CONVEYANCE CHANGE OvrSIDE OF ACCEPTABLE RANGE, KRATIO,. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 330.000 9700.0 .5O .004267 7.90 ,0 ,00 530. 1043.80 9700.0 12.73 525. FLOW DISTRIBUTION FOR SECNO- STA_ 4942. 5093. PER O. 100.0 AREA- 762.2 VEL- 12.7 DEPTH- 6 . 1 1 12.nm98 SECNO Q TIME SLOPE .SEalO 340.000 09:01:35 DEPTH QLoe VLOB XLQBL CWSEL Qa< Va< XLa< 3301 HV CHANGED MORE '1'HAN HVINS .00 .0 ,00 525. 330.00 CRIWS ORCB VRoB XLOBR WSELK ALeS XNL ITRIAL 1049. JO ELREA- ,00 .0 .000 2 1046.31 2.51 762.2 .0 .025 .000 o 0 CWSEL- 1043.80 HV ARoS XNR lCONT .70 1045.60 1.51 1051.0 .000 .00 HI, VOL W'l'N CORAR 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO.. 2.07 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 340.000 9700.0 ,62 .000995 8.29 .0 .00 575. 1046.79 9700.0 6.91 575. FLOW DISTRIBUTION FOR SECNO_ STA_ 48a4. 5099. PER Q_ 100.0 AREA- 1404.1 VEL_ 6.9 DEPTH_ 7.2 *SEcrrO 350.000 3301 HV CHANGED MORE THAN HVINS .00 ,0 .00 485. 340.00 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3495 OVERBANK AREA ASSUMED NON. EFFECTIVE, ELLEA_ 350.000 9700.0 ,63 .005268 7.22 .0 ,00 475. 1048.62 9700.0 13.54 550. 1 FLOW DISTRIBUTION FOR SECNa- 12JUN98 SECNO 09:01:35 DEPTH CWSEL 1048.62 ,0 .00 485. 350.00 caIWS WSELK EG Aa< XNa< IoC 1048.70 ELREA_ .00 .0 .000 2 1047.53 1404.1 .025 o CWSEL- 1046.79 1055.00 ELREA_ .00 .0 .000 20 1051. 47 716.3 .025 11 CWSEL- EG .7' .0 .000 o 2.85 ,0 .000 o 1048.62 HV II1-18 1047.50 1.04 1065.3 .000 ,00 1051.50 1.06 1018.6 .000 ,00 HI, .32 260.1 1035.90 125.63 OLOSS TWA ELMIN TOPWID ,1. 262.8 1038.50 194.11 ,63 264.8 1041.40 126.81 OLOSS 1049.30 1050.30 4941. 84 5061.4.7 PAGE 27 L-BANK ELEV R.BANK ELEV SSTA ENDST 1041.40 1052.10 4883.59 5078.30 1055.00 1056.5Q 4942.48 5069.35 PAGE 2. L-BANK ELEV A\ I I ,I I I I I I I I I I I I I I I I I Q TIME SLOPE STA_ PER Q- AREA. VEL- DEPTH.. "SEOlO ]60.000 QWB VLOB XLOBL 4942. 5101. 100.0 716.3 13 .5 5.6 3265 DIVIDED FLOW QOl VOl XLOl 3] 0 1 HV CHANGED MORE THAN HVINS ORCB VROB XLOBR ALOB XNL ITRIAL AO! XNO! IDC ARaB XNR ICONT VOL WTN CORAR 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO. 1.50 3495 OVERBANK AREA ASSUMED NON. EFFECTIVE. ELLEA- ]60.000 9700.0 .6' .002356 !L02 .0 .00 460. 1051.62 9699.9 10.33 500. FLOW DISTRIBUTION FOR SECNC_ STA- 4936. 5094. PER Q_ 100.0 AREA- 938.5 VEL- 10.3 DEPTH- 6 . 9 .SEOlO 370.000 5144. ,0 .3 .. .0 3301 HV CHANGED MORE THAN HVINS .00 .1 .34 430. 360.00 3495 OVERBANK AREA ASSUMED NON-EFFECrIVE, ELLEA. 370.000 9700.0 .65 .004229 1 12JUN9B SEeNO Q TIME SLOPE 7.73 ,0 .00 425. 09:01:35 DEPTH QWB VLOB XLOBL 1052.63 9700.0 12.79 525. CWSEL QOl VOl XLO! FLOW DISTRIBUTION FOR SECNC- STA. PER Q_ AREA. VEL- DEPTH. 1 12JUN98 4942. 5091. 100.0 7sa .5 12.8 6.1 09,01:35 ,00 .0 .00 455. CRIWS OROB VRDB XLOBR )70.00 WSELK ALOB XNL ITRIAL 1057.50 ELREA- .00 .0 .000 3 1053.28 938.5 .025 o CWSEL_ 1.66 .3 .030 o 1051.62 1059.40 ELREA.- ,00 .0 .000 3 1055.17 758.5 .025 o EG AO! XNO! IDC CWSEL_ TI TO T] SCHAAF & WHEELER, CONSULTING CIVIL ENGINEERS RIVERSIDE COUNTY FIS, FEMA0590 / FLDwY LIMITS MURRIETA CRK-D/S REACH LEFT RIGHT FAILS, WEIR ADJUSTED OUTWARD TO BANK FLOW OVER LEFT LEVEE 2.54 .0 .000 o !IV ARaB XNR ICONT 1052.63 II1-19 1051.50 1.69 1088.1 .000 ,00 1053.50 1.62 1098.4 .000 .00 HL VOL WTll CORAR TWA ELMIN TOPWID .12 266.4 1042.60 140.99 ,26 268.0 1044.90 123.73 OLOSS TWA ELMIN TOPWID R-BANK ELElI SSTA ENDST 1057.40 1057.30 4935.97 5144.05 1059.30 1059.60 4942.47 5066.20 PAGE 29 L- BANK ELEIl R- BANK ELEV SSTA ENDST PAGE ]0 A..z- I I )' . I 1 I I 1 I I I I ."' I I ., ,- . I I Jl ICHECK J2 NPROF 1 12JUN98 SEOIC o TIME SLOPE .PROF :2 o 15 INO NINY IOlR XSECV CRIWS ORca VRoa XLOBR STRr XSECR W'5ELK ALoa XNL ITRIAL METRIC HVINS 3 IPLOT PRFVS PN ALLDC -1 09:01:35 DEPTH OLoa VLoa XLOBL CWSEL OCll VCIl XLCIl EO ACIl XNCIl IDC HV ARoa XNR lCONT CCHV_ .100 CEHV- .300 .SECNa 1.000 2800 NAT Ql- 9946.53 WSELK. 1010.31 ENe Qt- 11562.30 NAT Q1_ 11846. RATIOS LOB, CH, Roa- .0000 .9760 .0240 3470 ENCROACHMENT STATIONS_ 1740.0 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 2220.0 SEOle 1.000 30900.0 .00 .000977 12Q-CRQSS-SECTION, 11.31 1010.31 .0 ]0900.0 .00 6.94 Q. O. FLOW DISTRIBUTION FOR SECNO- BTA_ PER Q- AREA. VEL. DEPTH_ 1753. 2220. 100.0 4450.8 '.9 9,' WSEL.. WSEL. TYPE. 4 TARGET- o law HL VOL WTN CORAR 1011.31 1011.31 1010.30 SWSEL, FLDWAY LIMITS FROM OLD HEC-2 & FaFM .00 1010.31 1011.06 .75 .0 .0 4450.8 .0 .00 .000 .030 .000 Q. 0 0 0 1. 00 1012.00 ELREA_ CWSEL_ 1010.31 .SEalO 2.000 2800 NAT Q1_ 7617.64 WSELK- 1011.67 ENe Q1_ 9204.43 NAT Q1- 9204. RATIOS LOB, CR, ROB- .0000 1.0000 .0000 3470 ENCROACHMENT STATIONS_ 1110.0 3495 OVERBANK AREA ASStIMED NON-EFFECTIVE. ELLEA_ 2280.0 TYPE_ SEalO 2.000 30900.0 .04 .001634 1 12JUN98 SEalO o TIME SLOPE 132-CROSS-SECTION 8.89 1011.69 .0 30900.0 .00 7.67 1100. 1200. 09:01:35 DEPTH OLOa vLOa XLOBL OWSEL OCll VCIl XLCIl FLOW DISTRIBUTION FOR SECNO_ STA_ PER Q_ 1729. 2280. 100.0 FLOQDPr..AIN ,00 .0 .00 1300. CRIWS QROB VRoa XLOBR 2.00 & FLDWAY 1011.67 .0 .000 2 WSELK ALOa XNL ITRIAL WSEL_ WSEL_ 4 TARGET_ 1014.00 ELREA_ LIMITS FROM OLD HEC-2 1012.60 .91 4031.2 .0 .030 .000 o 0 EO ACIl XNCIl IDC HV ARoa XNR lCONT CWSEL- 1011.69 II1-20 1012.67 1012.67 101) .00 . FBPM 1.49 116.8 .000 .00 HL VOL WTN CORAR WSSL 1010.31 CllNIM OLOSS TWA ELM IN TOPWIO RATIO_ .024 .00 ,0 .000 .00 .00 .0 999.00 467.00 RATIO- .000 ,0' 13.8 1002.80 537.25 OLOSS TWA ELMIN TOPWID FO ITRACE 15 PAGE 31 L-BANK ELEV R- BANK ELEV SSTA ENDST -.1624 1012.00 1010.30 1753.00 2220.00 - .2083 1014 .00 1013.00 1728.59 2265.84 'AGE 32 L-BANK ELEV R- BANK ELEV SSTA ENDST A.?? I I I I I, I I I I I I I I I I I I I I AREA. VEL. DEPTH- 4031.2 7.7 7.5 '"SEQlO 3.000 2800 NAT Q1.. 8433.96 WSELK. 1013.56 ENe 01- 10106.23 NAT 01- 10400. RATIOS LOB, 01, ROB. .0000 .9717 .0283 WSEL_ WSEL.. 3470 ENCROACHMENT STATIONS. 1680.0 2240.0 TYPE- 4 TARGET_ 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA._ 1015.50 ELREA-_ 1014.56 RATIO_ 1014.56 1014.00 .028 - .1983 SEalO 144-CROSS-SECTION FLOODPLAIN & FLOWAY LIMITS FROM OLD HEC-2 . PBFM 3,000 9.77 1013.57 ,00 1013. 56 1014.38 .81 1. 77 ,01 1015.50 30900.0 .0 30900.0 ,0 ,0 4268.3 .0 231.1 28.6 1014.00 .09 .00 7.24 .00 .QOO .030 .000 .000 1003.80 1704.80 .001339 1200. 1200. 1200. 2 0 0 ,00 533 .JB 2238.17 FLOW DISTRIBUTION FOR SECNO. 3.00 <:WSSL- 1013.57 STA_ 1705. 2240. PER 0- 100.0 AREA._ 4268.3 VEL. 1.2 DEPTH- 8 . 0 .SEQlO 10.000 2800 NAT Q1_ 6925.52 WSELK- 1014.82 ENe Q1- 8710.52 NAT Q1- 8743. RATIOS LOB, CR. ROB_ .0000 .9963 .0037 WSEL_ WSEL_ 3470 ENCROACHMENT STATIONS_ 4790.1 5292.3 TYPE- 4 TARGET_ BECNO 10 -FLOOWAY LIMITS FROM 1988 FBFM MAPS 10.000 8.32 1014.82 .00 1014.82 1015.98 1.16 28500.0 .0 28500.0 .0 .0 3304.1 .0 ,12 .00 8.63 ,00 .000 .025 .000 .001693 1000. 1000. 1000. 2 0 0 12JUN98 09:01:35 SECND DEPTH CWSEL 0 OLOB OOl TIME VL08 VOl SLOPE XLOBL RLOl CRIWS ORDB VROB XLOBR FLOW DISTRIBUTION FOR SECNO- 10.00 4795. 5292. 100.0 3304.1 8.. ... STA... PER 0_ AREA_ VEL. DEPTH- *SECNO 20.000 2800 NAT 01- 5265.17 WSELK_ 1015.68 ENC 01_ 6865.17 NAT 01. 6889. RATIOS LOB, CR, ROB_ .0026 .9966 .0007 WSEL_ WSEL. 3301 HV CHANGED MORS THAN HVINS 1015.82 RATIO- 1015.82 1.49 318.1 .000 .00 1016.68 1016.68 .004 .10 40.4 1006.50 497.17 OLOSS TWA ELMIN TOPWIO RATIO_ - .2517 1016.20 1014.50 4795.13 5292.30 PAGE )) WSELK EG HV HL ALDB AOl ARaB VOL XNL ><N0l XNR H'l'N ITRIAL roc ICON'l" CORAl! CWSEL_ 1014.82 L-BANK ELEV R-BANK ELEV SSTA ENDST -.3040 3470 ENCROACHMENT STATIONS_ 4810.5 5285.6 TYPE_ 4 TARGET_ .003 SECNO 20 -FLOOWAY LIMITS FROM 1988 FBFM MAPS 20.000 8 .B' 1015.69 ,00 1015.68 1017.35 1.67 1.22 .15 1015.50 28500.0 ,0 28500.0 .0 ,0 2752.1 .0 357.0 46.7 1015.60 ,14 .00 10.36 ,00 .000 .025 .000 .000 1006.80 4810.50 .002927 550. 560. 555. 2 0 0 ,00 475.10 5285.60 FLOW DISTRIBUTION FOR SECNO- 20.00 CWSEL_ 1015.69 STA_ PER Q- AREA- 4811. 5286. 100.0 2752.1 III-2l A.A.. I, I I I 1 I I I I I, I I I I I I I I I VEL. DEPTH. 10.4 5.S "SECNO 30.000 2800 NAT Q1_ 4955.98 WSELK. 1016.13 ENe Q1_ 6488.20 NAT Ql_ 6518. RATIOS LOB, CH, ROB. .0000 ,9955 .0045 WSEL_ WSEL_ 3470 ENCROACHMENT STATIONS_ 4662.9 5296.0 TYPE_ SECNO )0 .FLOQWAY LIMITS FROM 1988 FBFM MAPS 30.000 9.44 1016.14 .00 1016.13 1017.96 28500.0 .0 28500.0 .0 .0 2631.0 .14 .00 10.83 .00 .000 .025 .003311 200. 180. 350. 2 0 12JUN98 SECNC o TIME SLOPE 09:01:35 DEPTH OWS VLOS XLOBL CWSEL OCH VCH XLCH FLOW DISTRIBUTION FOR SECNO_ srA_ 4831. 5296. PER Q_ 100.0 AREA_ 2631.0 VEL. 10.8 DEPTH. 5 . 7 CRIWS ORaB VROB XL08R 30.00 .SELK ALOB XNL ITRtAL . TARGET. 1.82 .0 .000 o EG ACH XNCH ICC HV ARaB XNR ICONT CWSEL_ 1016.14 .SECNO 40.000 2800 NAT 01- 5891.42 WSELK_ 1017.61 ENe Q1- 7085.39 NAT Ql- 7114. RATIOS LOB, ClI, Roe_ .0000 .9960 .0040 34 70 ENCROACHMENT STATIONS_ 4833.3 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA_ 5186.3 40.000 26577.7 .,' .002038 9.61 ,0 .00 650. 1017.61 26577.7 10.51 525. FLOW DISTRIBUTION FOR SECNO- STA_ PER 0- AREA. VEL. DEPTH_ 4852. 5186. 100.0 2527.9 10.5 7,' 40.00 .00 ,0 .00 425. 1017.61 .0 .000 2 WSEL.. WSEL.. TYPE.. 4 TARGET_ 1023.60 ELREA_ 1019.32 2527.9 .025 o 1.72 ,0 .000 o CWSEL.. 1017.61 "'SECNO 50.000 2800 NAT 01- 6549.':Z3 WSELK- 10la.90 ENe 01- 7751.03 NAT 01- 1951. RATIOS LOB, CH, ROB_ .0000 .9748 .0252 3410 ENCROACHMENT STATIONS_ 4189.1 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 5121.1 TYPE- 50.000 26517.7 .17 .001613 1 12JUN98 SEOiO o TIME SLOPE 9.79 .0 .00 500. 09:01:35 DEPTH OWB VLOB XLOBL 1018,89 26577.7 10.01 600. CWSEL OCH vCl! XLCH CRIWS QROB VRaB XLOBR ,00 ,0 ,00 400. 1018,90 .0 .000 3 WSELK ALOB XNL ITRIAL WSEL_ WSEL- . TARGET_ 1025,10 ELREA_ 1020.45 1.56 2653.8 .0 .025 .000 o 0 EG ACH XNCH IDC HV ARaB XNR lCONT II1-22 1017.13 1017.13 .5' 368.1 .000 .00 HL VOL WTN CORAR 1018.61 1018.61 1016.90 1.36 399.2 .000 ,00 RATIO- ,005 .05 48.6 1006.70 465.00 OLOSS TWA """'N TOPWIO RATIO_ .004 .OI 53.4 1008.00 324.14 1019,90 RATIO_ 1019.90 1017.80 1.11 434.9 .000 ,00 HL VOL WTN CORAR .025 .02 57.8 1009,10 314.92 OLOSS TWA ELMIN TOPWID -.3092 5017.50 1015.60 4831.00 5296.00 L-BANK ELEV R-BANK ELEV SSTA ENDST - .2027 1022.70 1019,60 4852.14 5176_28 - .la35 1024,70 1020,40 4806.03 5120.95 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 34 PAGE 35 t,.t; I I I I I I 1 I, I I, J , I I I I' I I I FLOW DISTRIBUTION FOR SECNO. 50.00 CWSEL. 1018.89 5TA_ I?ER Q_ AREA_ VEL. DEPTH. 4806. 5127. 100.0 2653.8 10.0 8,' .SEam 60.000 2800 NAT Ql- 7498.86 WSELK_ 1019.84 ENC Q1- 8459.70 WSEL- 1020.84 RATIO. -.1281 NAT Q1_ 9213 . RATIOS LOB, CH, ROB_ .0000 .9182 .0818 WSEL- 1020.84 3470 ENCROACHMENT STATIONS- 4865.2 5175.5 TYPE. , TARGET. .082 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 1026.90 ELREA. 1019.00 60.000 10.58 1019.68. ,00 1019.84 1021.19 1.51 .74 .00 1025.50 26577.7 .0 26577.7 .0 .0 2694.3 .0 464.1 61.1 1025.80 .19 .00 9.86 ,00 .000 .025 .000 .000 1009.10 4876.27 .0014.40 800. 475. 575. 1 0 0 .00 289.61 5165.89 FLOW DISTRIBUTION FOR SECNO- 60.00 CWSEL- 1019.68 STA- PER Q- AREA. VEL. DEPTH- 4876. 5176. 100.0 2694.3 9.9 9.3 SPECIAL BRIDGE SB XX XKOR COFQ RDLEN BWC BWP BAREA 55 ELCHU ELOID .90 1. 79 2.60 .00 269.00 6.00 4082.15 1.30 1011.00 1011.00 .SErno 80.000 3265 DIVIDED FLOW 1 12JUN98 09:01:35 PAGE 36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L- BANK ELEV Q aLOB QCH aROB ALaB ACH AROB VOL TWA R. BANK ELEW TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL08L XLCH XLOBR ITRIAL IDC lcom CORAR TOPWID ENDST CLASS A LOW FLOW 3420 BRIDGE W.S.- 1019.52 BRIDGE VELOCITY- 11.38 CALCULATED CHANNEL AREA. 2335. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTHO WEIRLN AREA .00 1022.11 .12 o. 26578. 4082. 4389. 1026.50 1025.00 o. 3495 OVER8ANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 1027.50 ELREA- 1020.20 80.000 11.63 1020.93 .00 1019.93 1022.11 1.18 .93 .00 1023 .24 26577.7 ,0 25092 . 3 1485.3 .0 2796.5 643.7 470.3 62.4 1024.72 .19 .00 8.97 2.31 .000 .025 .030 .000 1009.30 4854.34 .001154 82- 82. 150. 0 0 0 .00 731.28 5850.00 FLOW DISTRIBUTION FOR SECNO- 80.00 CWSEL. 1020.93 4854. 5151. 94.4 2796.5 9,0 9.' 5846. 3,' J8a.9 2.S 1,8 S8S0. .0 '.S 1.8 1.' 5255. ,2 39.7 1.2 ,. 5510. .1 17.9 1.3 ,1 5627. 1.7 190.8 2.3 1,' STA- PER Q_ AREA_ VEL_ DEPTII.. III-23 ~ I I I I I 'I I I I I, I I I I I I I I, I .SEalO 90.QOa 2800 NAT Ql_ 6017.15 WSELK_ 1021.55 ENe Ql_ 6684.31 NAT Q1. 7766. RATIOS LOB, CH. ROB. .0000 .8607 .1393 WSEL- W$EL.. RATIO.. 1022.55 1022.55 -.1109 34 70 ENCROACHMENT STATIONS.. 90.000 11.89 1021.69 17377.7 .0 17377.7 .20 .00 7.79 .000882 90. 475. 4870.1 .00 ,0 .00 515. 5176.4 TYPE.. 4 1021.55 1022.63 .0 2231.8 .000 .025 2 0 TARGET- .9' ,0 .000 o .139 ,'9 SOL 5 .000 ,00 .02 67.8 1009.80 236.94 1028.40 1039.00 4881.24 5118.17 FLOW DISTRIBUTION FOR SECNO.. 90.00 CWSEL. 1021. 69 STA_ 4881. 5176. PER Q- 100.0 AREA- 2231.8 VEL- 7.8 DEPTH.. 9 . 4 1 12JUN98 09:01:35 PAGE 37 SEQ{O DEPTH CWSEL CRIWS WSELK SG HV HL CLOSS L -SANK ELSV Q QLOB QCII ORQB ALOB ACII AROll VOL TWA R-BANK ELSV TIME VLOB VCII VROB XNL XNCII XNR WTN ELMIN 58TA SLOPE XLOBL XLCII XLOBR ITRIAL IDC lCONT CORM TOPWID ENDST "SEOlO 100.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 4853.1 5417.2 TYPE. 1 TARGET- 564.100 100.000 11.94 1022.14 .00 1022.22 1023.16 1.03 .51 .03 1027.40 17377.7 .0 16181.0 1196.6 ,0 1928.0 420.1 528.0 71.8 1025.50 .22 .00 8.39 2.85 .000 .025 .030 .000 1010.20 4875.80 .001171 460. 500. 525. 2 0 0 .00 436.87 5417.20 FLOW DISTRIBUTION FOR SECNO_ 100.00 CWSEL- 1022.14 STA_ 4876. S118. 5244. 5281. 5333. 5346. 5356. 5366. 5395. 5417. PER 0- 93.1 .2 LO 2,' " ,3 .3 L3 .B ARID\. 1928.0 23.8 69.4 133 .1 33.1 19.9 19.2 71.8 49.8 VEL. B,' L3 2.' 3,2 3,2 2,7 2.' 3.1 2.B DEPTH_ a.s ,2 L9 2,5 2,' 2,0 L9 2,' 2.3 -SECNO 110.000 3265 DIVIDED FLOW 3470 E:NCROACHMEN'l' STATIONS- 4874.2 5422.7 TYPE_ 1 TARGET- 548.500 110.000 12.14 1023.04 .0. 1022.95 1024.13 1.09 ,95 .02 1019.80 17377.7 ,0 15174.3 2203.] .0 1719.1 574.8 566.6 79.0 1026.90 ,25 .00 8.83 3.83 .000 .025 .030 .000 1010.90 4874.20 .001470 715. 725. 725. 2 . 0 ,00 4]0.57 5422.70 FLOW DISTRIBUTION FOR SECNO- 110.00 CWSEL_ 1023.04 STA_ 4874. 5114 . 5218. 5240. 5283. 5331. 5353. 5423. PER Q- 87.3 ,0 LO '.0 3.B L2 2.7 AREA. 1719.1 2,1 51.3 155.6 157.9 56.8 151.1" VEL. B.B LO 3,' ',5 '.2 3.' 3,1 DEPTH.. 7,B .0 2.3 3,' 3.2 2,' 2,2 12JUN98 09:01:35 SECfO DEPTH CWSEL CRIWS Q OLOB QCII OROB TIME VLOB VCII VROB SLOPE XLOBL XLCII XLOBR PAGE 38 WSELK ALOB XNL ITRIAL HV AROB XNR lCONT HL VOL WTN CORM OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST EG ACII XNCII IDC III-24 A.'\ I I I I I I I I I I, I I I I ,I I I I I .SEOlO 120.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 48S4.8 5579.4 TYPE. TARGET. 694.600 120.000 11.40 1023.80 .00 1023.18 1024.91 1.11 ,77 .01 1028.70 17377.7 ,0 14603.6 2774.1 ,0 1601.2 867.8 595.8 85.0 1029.10 ,27 .00 9.12 3.20 .000 .025 .030 .000 1012.40 4915.90 .001386 550. 550. 500. 2 0 0 .00 569.75 5579.40 FLOW CISTRIBUTION FOR SEeNO- STA- 4916. 5147. PER Q_ 84.0 AREA.. 1601.2 VEL_ 9.1 DEPTH. S. 5 5209. .2 13.2 2,2 .2 .SEeNO 130.000 3265 DIVIOED FLOW 120.00 CWSEL. 1023.80 5246. 5317. 5433. 5558. 5579. 2.0 2._ '.6 5.5 ,. 99.6 159.7 253.8 293.7 47.8 3,5 3.2 3,1 3.3 2._ 2,6 2.2 2,2 2.3 2.2 3470 ENCROACHMENT STATIONS-- 4868.2 5599.1 TYPE-- 1 TARGET. 730.900 130.000 11.81 1024.71 .00 1024.15 1025.58 ,.7 .65 .02 1031.30 17377.7 .0 13517.9 3859.8 ,0 1627.6 1109.2 625.9 91.7 1029.20 .2. .00 8.31 3.48 .000 .025 .030 .000 1012.90 4900.15 .001219 510. 495. 515. 2 0 0 ,00 593.12 5599.10 FLOW DISTRIBUTION FOR SECNO- 130.00 CWSEL_ 1024.71 STA- 4900. 5123. 5227. 5238. 5259. 5297. 5410. 5539. 5599. PER Q- 77 .8 ,5 .. 1.1 1., 5.. ..5 '.1 AREA- 1627.6 34.4 36.5 57.4 82.4 301. 4 402.7 194.3 VEL- ..3 2.' J._ 3.' 2._ J.3 3.7 3.7 DEPTH- ..1 .3 3.4 2.7 2.2 2.7 3.1 3.3 12JUN98 09,01:35 SEalO DEPTH CWSEL Q <;ILOB QCR TIME VLOS VCR SLOPE XLODL XLCR .SEom 140.000 3265 DIVIDED FLOW 3301 IN atANGEtl MORE THAN HVINS CRIWS <;IROD VROS XLOS> OLOSS TWA ELMIN TOPWID L-BANK ELEV R- BANK ELEV SSTA ENDST WSELK ALeS XNL ITRIAL EG ACR XNCR IDC HV AROS XNR ICONT HL VOL WTN CORAR 3470 ENCROACHMENT STATIONS- 4850.6 5553.9 TYPE_ 1 TARGET- 703.300 140.000 11.24 1025.14 ,00 1024.70 1026.54 1.40 ..0 .16 10340 .30 17377.7 ,0 15277.8 2099.8 ,0 1520.1 653.4 656.5 99.1 1030.40 ,30 .00 10.05 3.21 .000 .025 .030 .000 1013,90 489s.64 .001871 475. 525. 575. 2 0 0 .00 563.16 5553.90 FLOW DISTRIBUTION FOR SECNO- STA- 4899. 5118. PER Q_ 87.9 AREA- 1520.1 VEL_ 10.1 DEPTH- 7 . 8 5195. ,1 11.3 2.3 .1 .SECNO 150.000 3265 OIVIOED FLOW 140.00 CWSEL- 1025.14 5212. ,- 40.4 3.. 2,' 5240. 1.0 52_8 3,3 1,_ 5295. 5397. 5520. 5554. ,3 2,7 5.0 1.6 20.7 162.6 250.9 78.0 2.2 2._ 3.' 3.6 1.0 1,6 2.0 2.3 527S. .5 36.7 2,2 1.0 II1-25 PAGE 39 A'b I I ~I I I I I I I I I I I I I I I I I 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 34 70 ENCROAC!MEN'I' STATIONS.. 150.000 10.78 1025.38 17377.7 .0 16808.1 .31 .00 12.35 .001986 225. 275. 4845.9 1025.38 569.5 1.98 475. 5850.0 TYPE. 1 1025.69 1027.67 .0 1361.3 .000 .020 3 8 TARGET.. 2.29 288.1 .030 o 1004.100 .5' 670.7 .000 ,00 .27 104.4 1014.60 569.72 1031. 70 1028.90 4898.25 5819.75 FLOW DISTRIBUTION FOR SECNO_ 150.00 CWSEL. 1025.38 12JUN98 09,01:35 PAGE '0 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L- BANK ELE'V 0 OLOB 001 QRCB ALOB AOI AROB VOL TWA R - BANK ELEV TIME VLOB VOl VROB XNL XNOI XNR W'1'N ELMIN SSTA SLOPE XLOBL XLOI XLOBR ITRIAL IDC ICOHT CORAR TOPWID ENDST STA_ PER Q_ AREA. VEL- DEPTH. 4898. 5101. 96.7 1361.3 12.3 7.3 5283. .1 15.1 1.2 ,1 5343. ,7 55.4 2.1 .. 5413. 1.1 79.6 2,' 1.1 5436. .1 13.4 1,' ,. 5697. .2 26.6 1.2 .1 5763. .8 64.9 2.2 1.0 *SECNO 160.000 3301 HV CHANGED MORE THAN HYINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ImATIO _ 1.78 5820. .) 33.3 1.' ., 3470 ENCROACHMENT STATIONS_ 4891.1 5850.0 TYPE_ 1 TARGET_ 958.900 160.000 12.10 1027.00 ,00 1026.93 1027.85 .8S .03 .14 1025.80 17377.7 .0 14791. 5 2586.1 ,0 1854.0 1329.1 672.9 105.4 1025.30 .31 .00 7.98 1.95 .000 .020 .030 .000 1014,90 4891.10 .000630 50, 30. '0. 5 0 0 .00 958.90 5850.00 FLOW DISTRIBUTION FOR SECNO_ 160.00 CWSEL- 1027.00 STA_ 4891. 5098. 5326. 5644. 5753. 5850. PER 0_ 85.1 '.1 3.. 3.' 3.7 AREA. 1854.0 395.6 415.0 257.8 260.6 VEL_ 8.0 1.8 1.5 2.) 2.5 DEPTH_ ',0 1.7 1.) 2.' 2.7 .SErno 170.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS_ 4912.4 5850.0 TYPE_ 1 TARGET_ 937.600 170.000 11.86 1026.86 .00 1026.77 1028.00 1.14 .0' .0' 1027.60 17377.7 .0 14882.4 2495.2 ,0 1617.2 1101.1 677.8 106.5 1027.90 .31 ,00 9.20 2.27 .000 .020 .030 .000 1015.00 4915.41 .000878 8S. '0. 45. 2 0 0 .00 902.73 5850.00 1 12JUN98 09:01 :35 SECNO DEPTH CWSEL CRIWS Q OLOB 001 OROB TIME VLOB VOl VROB SLOPE XL08L XLOI XL08R WSELK ALOB XNL ITRIAL sa AOI XNOI IDC HV AROB XNR ICONT FLOW DISTRIBUTION FOR SECNO_ CWSEL_ 1026.86 170.00 II1-26 PAGE 41 HL VOL W'1'N CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R -BANK ELEV SSTA ENDST 1:>..0.... I I I I , I I I I I I I I I I I I I I 5501. 3,3 358.1 L' " STA- 4915. 5106. PER 0- 85.6 AREA... 1617.2 VEL. 9.2 DEPTH. 8 . 7 5705. 3.7 321.0 2,0 L' 5771. 3.8 206.7 3.2 3.1 5850. 3.' 215.3 2,' 2,7 "BECNO 180.000 3265 OIVIDED FLOW 3301 HV CHANGED MORE THAN KVINS 3685 20 TRIALS ATTEMPTED wSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS_ 180.000 11.18 1028.18 17371.7 .0 15287.9 .33 .00 11.16 .001357 725. 700. 4919.4 1028.18 2089.7 2.32 560. 5850.0 TYPE- 1 1028.28 1029.99 .0 1370.4 .000 .020 20 11 TARGET. 1.71 900.7 .030 o FLOW DISTRIBUTION FOR BECNO. lSO.OO CWSEL- 1028.18 STA_ 4924. 5099. PER Q_ a8.0 AREA.. 1370.4 VEL_ 11.2 DEPTH_ 8 . 4 5130. .0 3.' L' .1 5142. .2 13.6 2.0 L1 5163. ,1 11.6 L3 ., 5385. LO 116.9 L5 .7 5524. 3,3 225.1 2.5 L' .SECNO 190.000 3265 DIVIDED FLOW 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 1 930.600 , " 714.6 .000 .00 5626. 2,' 187.8 2,7 L8 ," 118.6 1017 .00 888.96 5746. 2,8 194.9 2.5 1., 1030.10 1030.90 4924.35 5850.00 5850. 1.7 135.3 2.2 L3 12JUN98 09:01:35 PAGE " SEOlO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L~ BANK ELEV Q QLoa QCll OROB AL08 ACll AROB VOL TWA R~BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDe ICONT eORAR TOPWID ENOST 3470 ENCROACHMENT STATIONS_ 4694.9 5564.1 TYPE_ 1 TARGET_ 869.200 190.000 11 .22 1029.82 1029.82 1029.95 1031.89 2.07 .7~ .11 1032.00 17377.7 .0 15786.6 1591.1 .0 1305.5 596.8 739.3 127.4 1032.70 .34 .00 12.09 2.67 .000 .020 .030 .000 1018.60 4922.02 .001620 530. 510. 525. 20 5 0 .00 576.49 5564.10 FLOW DISTRIBUTION FOR SEOlO- 1029.82 190.00 CWSEL- STA- 4922. 5090. 5117. 5128. 5145. 5150. 5159. PER Q- '0 .8 .1 .2 .1 .0 ,0 AREA_ 1305.5 5.2 13 .6 12.3 ..4 ',2 VEL- 12.1 L8 2.4 1., 1.7 1.3 DEPTH_ 8.3 .2 1.3 .7 .8 .5 5232. .1 16.0 1.3 .2 "SEOlO 200.000 3301 HV CHANGED MORE THAN HVINS 5363. 2.7 186.5 2,5 1.' 5537. 5.2 308.1 2.' 1.8 5564. ,7 46.3 2.7 L7 )4 70 ENCROACHMENT STATIONS_ 4917.2 5434.5 TYPE_ 1 TARGET- 517.300 200.000 11.98 1031.28 .00 1030.46 1032.60 1.32 .64 .08 1032.40 17377.7 .0 15694.7 1683.0 ,0 1622.9 626.3 163.8 133.8 1029.10 .36 .00 9.67 2.69 .000 .020 .030 .000 1019.30 4921.03 .000914 515. 515. 510. 3 0 0 .00 513.47 5434.50 III-27 -5'0 I I I I I I I I I I I I I I I I I I I FLOW DISTRIBUTION FOR SECNO- STA- PER Q_ ""EA. VEL- DEPTH_ 4921. 5109. 90.3 1622.9 9,7 a.a 5131- .. 34 .9 2.1 La "'SECNO 210.000 3265 DIVIDED FLOW 1 200.00 <:WSEL- 1031.28 5140. .2 16.9 2,' 1.9 5240. 2,7 129.2 ..a 3.a 5152. .3 21.2 2.3 La 5175. .. 34..3 2,0 1.5 5203. 2.' Ho.a 3,a 3,' 5286. ,3 36.2 L3 .a 5300. .2 17.6 La L2 5434. 2.a 225.2 2,2 1.7 12JUN98 09:01 :35 SEOl'O DEPTH CWSEt. CRIWS WSELK EO HV HL OLOSS L - BANK ELE:\! Q QLoe QCll QRCB ALOB ACll ""OB VOL TWA R-BANK ELE:\! TIME VLOB VCll VROB XNL XNCll XNR ifl'N ELMIN SSTA SLOPE XLOBL 'LCll XLOBR ITRIAL IDC teONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN KVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS_ 4900.7 5650.0 TYPE- 1 TARGE'I'_ 749.300 210.000 1l.40 1032.10 1032.10 1032.28 . 1034.01 1.92 .61 .18 1031.40 17443.4 .0 16253.7 1189.7 ,0 1413.9 572.6 787.9 141.0 1032.10 .37 .00 11.50 2.08 .000 .020 .030 .000 1020.70 4900.70 .001608 50S. 495. 500. 2 11 0 ,00 749.11 5650.00 FLOW DISTRIBUTION FOR SECNO- STA. PER 0_ ""EA. VEL_ DEPTH_ 4901. 5084. 93.2 1413.9 11.5 7.7 5125. ,2 18.7 1.5 .5 *SECNO 220.000 ]265 DIVIDED FLOW ]]01 HV CHANGED MORE THAN HYINS PAGE 43 210.00 CWSEL_ 10)2.10 5166. ,7 52.9 2,' 1.3 525l. 1.2 97.0 2,2 1.1 5499. 2.1 210.4 La .8 5604. 1.7 1]0.8 2.3 1.2 5650. " 62.a 2,' 1.. J4 70 ENCROACHMENT STATIONS_ 4918.4 5490.4 TYPE- 1 TARGET- 571.950 220.000 12.55 10]4.25 ,00 1034.15 1034.65 ..0 ... ,15 1031.50 7843.4 .0 7279.0 564.4 .0 1392.6 ]26.8 809.1 l407.3 1036.70 .'0 .00 5.23 1.73 .000 .025 .030 .000 1021.70 4918.40 .000447 550. 490. 525. 3 0 0 ,00 315.15 5270.00 FLOW DISTRIBUTION FOR SECNO_ STA_ 4918. 5088. PER 0_ 92.8 AREA. 1392.6 VEL. 5.2 DEPTH. 8 . 8 5120. ,0 '.7 .a .1 1 12JUN98 09:01:35 SErno Q TIME SLOPE DEPTH OLOB VLOB XLOBL CWSEL QCll VCll 'LCll *SECNO 230.000 220.00 CWSEL_ 1034.25 5149. 1.2 57.7 1.7 2,1 5263. 5.7 251.8 La 2,2 5270. .2 12.6 1.3 La PAGE .. CRIWS ORoa VROB XLOBR OLOSS TWA ELMIN TOPWID L.BAN1( ELEV R-BANK ELEV SSTA ENDST WSELK ALOB XNL ITRIAL EG ACll XNCll IDC HV ""OB XNR ICONT HL VOL ifl'N CORAR III-28 5\ I I I I I I I I I I I I I I I I I I I 2800 NAT Qlz 2622.96 WSELK_ 1034.11 ENe Ql_ 3135.65 WSEL- NAT Ql- ]136. RATIOS LOB, ex, ROB- .0000 1.0000 .0000 WSEL- J 301 xv CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 230.000 10.71 1034.21 9700.0 .0 9700.0 .42 .00 8.18 .001]20 500. 530. FLOW DISTRIBUTION FOR BECNO. STA- PER Q_ AREA- VEL_ DEPTH. 4927. 5100. 100.0 1166.5 8.2 7,5 4915.0 .00 ,0 .00 555. 230.00 5099.9 TYPE- 4 1034.11 1035.24 .0 1186.5 .000 .025 2 0 CWSEL. 1034.21 -SECND 240.000 2800 NAT Ql_ 3058.38 WSELK. 1034.97 ENe Q1_ 3660,64 NAT Ql_ 3665. RATIOS LOB, CH, ROB. .0000 .9988 .0012 J4 70 ENCROACHMENT STATIONS_ 4898.6 5090.3 TYPE. 3495 OVERBANK AREA ASSUMED NON. EFFECTIVE, ELLEA- 240.000 9700.0 .44 .000983 10.33 .0 .00 500. 1035.03 9700.0 7.31 525. FLOW DISTRIBUTION FOR SECNO_ BrA. 4920. S090. PER Q- 100.0 AREA-' 1326.9 VEL_ 7.3 DEPTH_ 7 . 9 12JUN98 SEam Q TIME SLOPE 09:01:35 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 240.00 CRIWS QROB VROB XLOBR 1040.70 ELREA. .00 ,0 .00 550. 1034.97 ,0 .000 2 1035.86 1326.9 .025 o CWSEL. 1035.03 WSELK ALeB XNL ITRIAL EG ACH XNCH IDC *SEOlC 250.000 2800 NAT Ql- 1610.15 WSELK. 1034.91 ENe Ql. 2018.12 NAT Ql. 2018. RATIOS LOB, CH, ROB. .0000 1.0000 .0000 3301 HV CHANGED MORE THAN HVINS TARGET- 1.04 .0 .000 o WSEL. WSEL. 4 TARGET- 1035.11 RATIO. 1035.11 .000 .40 826.9 .000 ,00 .19 150.2 1023.50 158.76 1035.97 RATIO. 1035.97 1034.80 .59 842.0 .000 .00 HL VOL WTIl CORAR 1035.91 1035.91 3302 WARNING: CONVEYANCE CHANGB OUTSIDE or ACCEPTABLE RANGE, KRATIO _ .53 ,83 .0 .000 o HV AROB XNR ICONT WSEL. WSEL. .001 .02 152.2 1024.70 168.15 OLOSS TWA ELMIN TOPNID RATIO_ -.1955 1037 .30 1037.00 4927.43 5086.19 -.1969 1040.50 1035.50 4920.47 5088.63 PAGE <5 L- BANK ELEV R - BANK ELEV SSTA ENDST -.2534 34 70 ENCROACHMENT STATIONS_ 4899.1 5095.6 TYPE_ 4 TARGET. .000 250.000 8.28 1034.98 ,00 1034.91 1037.02 2.05 ,so .37 1042.90 9700.0 .0 9700.0 ,0 ,0 844.8 .0 853.9 153.9 1039.60 .<5 ,00 11.48 ,00 .000 .025 .000 .000 1026.70 4934.98 .003515 375. 475. 475. 3 0 0 ,00 141.11 5076.09 FLOW DISTRIBUTION FOR SECNO- STA_ PER Q. AREA_ VEL. DEPTH. 4935. 5096. 100.0 844.8 11.5 6,0 250.00 CWSEL_ 1034.98 II1-29 ~'V I I .SECNO 260.000 2800 NAT Ql_ 1459.09 WSELK- 1036.63 ENe Q1_ 1830.09 ."SEL- 1037.63 RATIO_ -.2543 NAT Ql_ 1830. RATIOS LOB, CH, ROB. .0000 1.0000 .0000 WSEL- 1037.63 I 3470 ENCROACHMENT STATIONS- 4915.0 5091.7 TYPE_ . TARGET- .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 1044.10 ELREA_ 1038.00 I 260.000 7.73 1036.63 .00 1036.63 1039.18 2.55 2.00 .15 1043.90 9700.0 .0 9700.0 ,0 .0 757.5 .0 863.3 155.4 1042.20 ..6 .00 12.81 ,00 .000 .025 .000 .000 1028.90 4943.04 .004409 460. 510. 390. 2 0 0 .00 127.18 5070.22 I FLOW DISTRIBUTION FOR SECNO_ 260.00 CWSEL. 1036.63 I 12JUN98 09:01 :35 PAGE .6 SECNO DEPTH OWSEL CRIWS WSELK EG IlV HL OLOSS L- BANK ELEV 0 OL08 OCH aRCB ALaB ACH AROB VOL TWA R - BANK ELEV I TIME 'lLOB VCH 'lROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCIl XLOBR ITRIAL IDe lCONT COllAR TOPWIC EHDST srA_ 4943. 5092. I PER Q- 100.0 AREA- 757.5 VEL_ 12.a DEPTH. 6.0 I -SECNO 270.000 2800 NAT Ql_ 2818.87 WSELK. 1039.43 ENe 01_ 3338.81 WSEL. 1040.43 RATIO. -.1845 NAT Q1. 3375. RATIOS LOB, CH, Roa. .0000 .9893 .0107 WSEL. 1040.43 I 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.92 I 3470 ENCROACHMENT STATIONS_ 4914.8 5094.4 TYPE. . TARGET. .011 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 1043.00 ELREA_ 1038.80 I 270.000 11.22 1039.42 .00 1039.43 1040.42 ,99 1.08 ,16 1043.00 9700.0 .0 9700.0 .0 ,0 1214.0 .0 875.1 157.1 1041.90 ..a .00 7.99 .00 .000 .025 .000 .000 1028.20 4928.63 .001193 500. 525. 450. 3 0 0 ,00 155.47 5084.10 I FLOW DISTRIBUTION FOR SECNO. 270.00 CWSEL_ 1039.42 STA. 4929. 5094. I PER Q. 100.0 AREA- 1214.0 VEL. a.o DEPTH. 7,a I .SECNO 280.000 2800 NAT Ql. 2331.63 WSELK. 1039.95 ENC Ql. 3044.99 WSEL. 1041.45 RATIO. -.3059 NAT Q1- 3060. RATIOS LOB, CIl, ROB_ .0000 .9952 .0048 WSEL. 1041.45 3470 ENCROAOiMENT STATIONS_ 4912.9 5091.0 TYPE. . TARGET. .005 I 1 12JUN98 09:01:35 PAGE 47 SECNO DEPTH CWSEL CRlMS WSELK EG IlV HL OLOSS L -BANK ELEV I 0 QLoa OCll QROB ALaB ACH AROB VOL TWA R- BANK ELEN TIME 'lLOB VCIl 'lROB XNL XNCIl XNR WTN ELMIN SSTA SLOPE XLOBL XLCIl XLOBR ITRIAL IDe ICONT COllAR TOPWID EHDST I II1-30 I ".5:? I I 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 1044.50 ELREA- 1040.20 :ilaa,QOO 10.45 1039.95 .00 1039.95 1041.27 1.32 ,76 ,10 1044.50 9700.0 .0 9700.0 .0 .0 1052.4 .0 8S8.9 159.0 1043.80 I .,. ,00 !L22 ,00 .000 .025 .000 .000 1029.50 4930.88 .001737 520. 530. 460. , 0 0 .00 144.16 5075.04 FLOW DISTRIBUTION FOR SECNO_ 280.00 CWSEL. 1039.95 I STA_ 4931. 5091. PER Q- 100.0 AREA_ 1052.4 VEL_ '.2 I DEPTH- 7.3 .SECNO 290.000 2900 NAT Q1_ 2036.49 WSELK_ 1041. 4) ENC Q1. 2580.85 WSEL. 1042.63 RATIO__ . .2673 NAT Q1_ 2581. RATIOS LOB. CH. ROS__ .0000 1.0000 .0000 WSEL. 1042.63 I 3470 ENCROACHMENT STATIONS-- 4907.2 5097.9 TYPE. , TARGET.. .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 1045.90 SLREA- 1040.20 I 290.000 9.74 1041.44 .00 1041.43 1042.96 1.52 1.63 .0. 1045.60 9700.0 .0 9700.0 ,0 ,0 979.6 .0 908.2 161.7 1046.50 .52 .00 9.90 .00 .000 .025 .000 .000 1031.70 4928.23 .002264 875. 825. 780. , 0 0 .00 147.56 5075.79 I FLOW DISTRIBUTION FOR SECNO- 290.00 CWSEL_ 1041.44 STA_ 4928. 5098. I PER Q_ 100.0 AREA- 979.6 VEL- .,. DEPTH_ ... I -SECNO 300. 000 1 12JUN98 09:01:35 PAGE '8 I SECNO DEPTH CWSEL CRIWS WSELK ED H\I HL OLOSS L- BANK ELEV Q QLOe QCH QROB ALOe ACH AROB VOL TWA "-BANK ELEV TlME VLOB VCH VROB XNL XHCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC lCONT CORAR TOPWID ENDST I 2800 NAT Q1_ 2729.63 WSELK_ 1042.36 E1lC Q1_ 3355.75 WSEL- 1043 .36 RATIO_ -.2294 NAT Ql'" 3658. RATIOS LOB, CH, Roa- .0000 .9174 .0826 WSEL- 1043.36 I 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 4879.9 5104.6 TYPE.. . TARGET- .083 I 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA_ 1044.10 ELREA- 1041.90 300.000 10.42 1042.32 .00 1042.36 1043 .16 .8' .14 ,07 1042.80 9700.0 ,0 9700.0 .0 .0 1317.3 .0 910.3 162.1 1044.60 .52 ,00 7.36 .00 .000 .025 .000 .000 1031.90 4884.21 I .001309 75, 80. '0. 3 0 0 ,00 206.59 5090.79 FLOW DISTRIBUTION FOR SECNO- 300.00 CWSEL- 1042.32 I STA- 4884,' 5105. PER Q- 100.0 AREA- 1317.3 VEL- 7.' I DEPTH_ .,' -BECNO 310.000 2800 NAT Ql- 2317.96 WSELK- 1042.15 E1lC Q1_ 2806.30 WSEL_ 1043.15 RATIO_ -.2107 NAT Q1- 2821. RATIOS Loa, CH. ROB. .0000 .9950 .0050 WSEL_ 1043.15 I II1-31 I ~ I I I I I I I I I I I I I I I I I I I 34.70 ENCROACHMEN'I' STATIONS- 4912.1 5094.3 TYPE. . TARGET- .005 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 1045.70 ELREA. 1042.30 310.000 9.54 1042.14 .00 1042.15 1043.41 1.27 .12 .13 1045.70 9700,0 .0 9700.0 .0 .0 1071.3 .0 912.5 162,4 1045.80 .52 .00 9.05 .00 .000 .025 .000 .000 1032.60 4927.31 .001757 100. SO, 70, 2 0 0 .00 152.38 5079.70 FLOW DISTRIBUTION FOR SECNO- 310.00 CWSEL. 1042.14 STA_ 4921. 5094. PER a. 100.0 ARE:I\. 1071.3 VEL.. '.1 DEPTH_ 7.0 .SECNO 320.000 2800 NAT Ql- 2128.45 WSELK_ 1043.02 ENC 01- 2590.34 WSEL_ 1044.02 RATIO- -.2170 NAT Q1- 2590. RATIOS LOB, CH, ROB- .0000 1.0000 .0000 WSEL_ 1044.02 3470 E:NCROACHMENT STATIONS_ 4920.2 5106.6 TYPE. . TARGET- .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 1046.80 ELRE:I\_ 1044.30 320.000 9.42 1043.02 ,00 1043.02 1044.48 1.46 1. 01 ,06 1046.80 9700.0 .0 9700.0 .0 .0 999.4 ,0 925.1 164.2 1049.50 .5' ,00 9.71 .00 .000 .025 .000 .000 1033 .60 4933.94 .002081 530. 530. 530. 2 0 0 .00 145.40 5079.34 FLOW DISTRIBUTION FOR SECNO_ 320.00 CWSEL- 1043.02 STA_ PER 0- ARE:I\. VEL_ DEPTH_ 4934. 5107. 100.0 999.4 '.7 6.' .SECND 330.000 2800 NAT 01- 1484.96 WSELK_ 1043.80 ENe Q1- 1844.96 NAT Q1_ 1845. RATIOS LOB, CH, ROB_ .0000 1.0000 .0000 WSEL- WSEL_ 1044.80 RATIO_ 1044.80 -.2424 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO_ .70 3470 ENCROACHMENT STATIONS- 4915.4 5092.6 TYPE_ . TARGET_ .000 3495 OVERBANK AREA ASSUMED NON-EFFEctIVE, ELLEA- 1049.30 ELREA- 1045.60 330.000 7.90 1043.80 .00 1043.80 1046.32 2.52 1.52 .32 1049.30 9700.0 .0 9700.0 .0 .0 761.4 .0 935.7 165.8 1050.30 .55 ,00 12.74 .00 .000 .025 .000 .000 1035.90 4941.87 .004280 530. 525. 525. 3 0 0 .00 125.5'7 5067.44 1 12JUN98 09:01:35 SECNO DEPTH CWSEL CRIWS 0 QLoa OCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR OLOSS TWA ELMIN TOPWID L-BANK ELEII R-BANK ELEII SS'!A ENDS'! HV ARaB XNR ICONT HL VOL WTN CORAR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC FLOW DISTRIBUTION FOR SECNO_ 330.00 CWSEL- 1043.80 4942. 5093. 100.0 761.4 STA- PER Q_ ARE:I\_ II1-32 PAGE 50 ~~ I I I I I I I I I I I I I I I I I I I VEL. DEPTH_ 12.7 '.1 .SECNO 340.000 2800 NAT Ql_ 3075.)1 WSELK. 1046.79 ENe 01- 3765.58 NAT Q1_ 3799. RATIOS LOB, CH, ROB. .0000 .9912 .ooee WSEL_ WSEL. 1047.79 1047.79 RATIO_ -.2245 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE OiANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO.. 2.08 3470 ENCROACHMENT STATIONS_ 4882.8 5099.3 TYPE. . TARGET. .009 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 1048.70 ELREA.. 1047.50 340.000 8.29 1046.79 .00 1046.19 1047.53 .7' 1. 04 ,19 1047.4.0 9700.0 .0 9700.0 ,0 .0 1-405.2 ,0 950.0 167.9 1052.10 .57 ,00 6.90 ,00 .000 .025 .000 .000 1038.50 4SS3.58 .000993 575. 575. 485. 2 0 0 .00 194.74 5078.32 FLOW DISTRIBUTION FOR SECNO. <:wSEL. 1046.79 340.00 STA_ 4eS4. 5099. PER 0- 100.0 AREA. 1405.2 VEL. 6.9 DEPTH- 7.2 .SEalD ]50.000 2800 !>fAT Q1.. 1336.47 WSELX. 1048.62 ENe Ql- 1701. 30 WSEL- 1049.62 RATIO- -.2730 NAT Q1- 1701. RATIOS LOB, CH, ROB_ .0000 1.0000 .0000 WSEL- 1049.62 1 12JUN98 09:01,35 PAGE 51 SEOlO DEPTH CWSEL CRIWS WSELK EO HV HL OLOSS L- BANK ELEV Q QLOB QCH QROB ALOB .CH AROB VOL !W. R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR HTH ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDe Ieom co... TOPWID ENDST ] 3 0 1 HV ClANGED MORE THAN HVINS 36B5 20 TRIALS ATTEMPTED WSEL,CWSEL ]693 PROBABLE MINIMUM SPECIFIC ENERGY ]720 CRITICAL DEPTH ASSUMED )470 ENCROACHMENT STATIONS_ 4922.0 .000 5100.6 TYPE- 4 TARGET_ 3495 OVERBANK AREA ASSUMED NON-EFFEctIVE, ELLEA- 1051. 50 1055.00 ELREA,_ 350.000 9700.0 ,sa .005266 7.22 .0 .00 475. 1048.62 9700.0 13.54 550. 2.85 ,0 .000 o 1055.00 1056.50 4942.48 5069.35 1.06 963.4 .000 ,00 .63 170.0 1041.40 126.88 1048.62 ,0 .00 485. 1048.62 .0 .000 20 1051.47 716.4 .025 11 FLOW DISTRIBUTION FOR SECNO_ CWSEL_ 1048.62 350.00 4942. 5101. 100.0 716.4 13 .5 5.' BrA. PER A" AREA. VEL. DEPTH. *SEOlO ]60.000 2800 NAT Ql- 1998.61 WSELK- 1051.62 ENC Ql. 2433.48 WSEL- NAT 01. 2466. RATIOS LOB, CH, ROB- .0000 .9866 .0134 WSEL_ 1052.62 RATIO_ 1052.62 ~.2176 ]301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE OiANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO" 1.49 III~33 -5c:> II I I I I I I I I I I I I I I I I I I 34.70 ENCROACHMENT STATIONS_ 4918.4 509).9 TYPE. . TARGET- .013 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 1057.50 ELREA- 1051.50 360.000 9'.02 1051. 62 ,00 1051.62 1053.28 1. 66 1.70 .12 1057.40 9700.0 .0 9700.0 ,0 .0 937.5 .0 972.9 171.5 1057.30 .60 .00 10.35 ,00 .000 .025 .000 .000 1042.60 4936.00 .002363 460. 500. 430. 3 0 0 .00 135.82 5071.82 SEOla DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS I.-BANK ELE:\I Q OLOB QCH QRCB ALOB ACH AROB VOL TWA R-BANK ELE:\I TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDe reONT CORAR TOPWID ENDST FLOW DIStRIBUTION FOR SEOlO- 360.00 CWSEL_ 1051.62 BTA- 4936. 5094. PER Q_ 100.0 AREA- 937.5 VEL- 10.3 DEPTH- 6.' .SECNO 370.000 2800 NAT Q1_ 1491.57 WSELK_ 1052.63 ENe Ql- 1864.07 WSEL_ 1053.63 RATIO_ -.2497 NAT Ql_ 1864. RAtIOS LOB, CH, ROB- .0000 .9999 .0001 WSEL_ 1053.63 3301 HV ClANGED MORE THAN liVINS 3470 ENCROACHMENT STATIONS- 4923.4 5091.2 TYPE- . TARGET- .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 1059.40 ELREA_ 1053.50 370.000 7.73 1052.63 .00 1052.63 1055.17 2.53 1. 62 ,26 1059.30 9700.0 .0 9700.0 ,0 ,0 759.3 .0 983.1 173 .0 1059.60 .61 .00 12.77 .00 .000 .025 .000 .000 1044.90 4942.45 .004215 425. 525. 455. 2 0 0 .00 123.78 5066.23 FLOW DISTRIBUTION FOR SECNO- 370.00 CWSEL- 1052.63 STA- 4942. 5091. PER Q_ 100.0 AREA_ 759.3 VEL_ 12.8 DEPTH- 6 . 1 I 12JUN98 09:01:35 THIS RUN EXEctrrE:D 12J1JN98 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK {*} AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST MURRIETA CRK-D/S REACH-M SUMMARY PRINTOUT SECNO Q SSTA ENDST EG CWSEL TOPWID 1.000 30900.00 1.000 30900.00 711.10 467.00 1011.05 1011.06 1753.04 1753.00 2464.14 2220.00 1010.31 1010.31 II1-34 'I'oGE 53 O!h01:38 61 I I 2.000 30900.00 1011.67 536.91 1728.73 2265.64 1012.59 2.000 ]0900.00 1011.69 537.25 1728.59 2265.84 1012.60 I 3.000 30900.00 1013.56 533.27 1704.88 22]8.15 1014 .37 3.000 30900.00 1013.51 533.38 1704.80 2238.17 1014.38 10.000 28500.00 1014.82 531-92 4795.14 5327.05 1015.97 I 10.000 28500.00 1014.82 497.17 4795.13 5292,]0 1015.98 20.000 28500.00 1015.68 507.71 4780.00 5287.71 1017.35 20.000 28S00.00 1015.69 475.10 4810.50 5285.60 1017.35 I 30.000 28500.00 1016.13 497.19 4831.00 5328.19 1017.96 30.QOO 28500.00 1016.14 465.00 4831.00 5296.00 1017.96 40.000 26577.66 1017.61 ]50.62 4852.14 5260.99 1019.32 40.000 26577 .66 1017.61 324.14 4852.14 5176.28 1019.32 I 50.000 26577 .66 1018.90 492.44 4805.98 5378.38 1020.43 50.000 26577.66 1018.89 314.92 4806.03 5120.95 1020.45 60.000 26577 .66 1019.84 687.60 4875.94 5780.00 1021,14 I 60.000 26577 .66 1019.68 289.61 4876.27 5165.89 1021.19 80.000 26577 .66 1019.93 289.33 4856.58 5145.92 1021.68 80.000 26577.66 1020,93 731.28 4854.34 5850.00 1022.11 I 90,000 17377 .66 1021.55 998.39 4881.47 6590.33 1022.38 90.000 17377 .66 1021.69 236.94 4881.24 5118.17 1022.63 I 12JUN98 09:01:35 PAGE 54 SECNO Q CWSEL TOPWID SSTA SNOST EG I 100.000 17377 .66 1022.22 1222.29 4875.48 6200.00 1022.82 100.000 17377 .66 1022.14 436.87 4875.80 5417.20 1023.16 110.000 17]77 .66 1022.95 1426.19 4854.13 6399.43 1023.42 110.000 17377.66 1023.04 430.57 4874.20 5422.70 1024.13 I 120 .000 17377 .66 1023.18 1282.02 4918.01 6298.93 1024,11 120. 000 17377.66 1023 .80 569.75 4915.90 5519.40 1024,91 130.000 17377.66 1024.15 1495.32 4902.90 6510.08 1024.74 I 130.000 11377.66 1024.71 593.12 4900.15 5599.10 1025.58 140.000 17377 .66 1024.70 1526.03 4901.14 6523.27 1025.35 140.000 17377,66 1025.14 563.16 4898.64 5553.90 1026.54 I 150.000 17377 .66 1025.69 827.81 4896.25 6149,29 1027.54 . 150.000 17377 .66 1025.38 569.72 4898.25 5819.75 1027.61 160.000 17377.66 102EL93 1325.26 4891.10 6240.77 1027.68 I 160.000 17377.66 1021.00 958.90 4891.10 5850.00 1027,85 170.000 17377.66 1026,17 1226.64 4915.77 6233.15 1027.84 170.000 17377.66 1026.86 902.73 4915.41 5850.00 1028,00 I 180.000 17377.66 1028.28 1066.02 4924.08 6171,72 102!L85 180.000 17377.66 1028.18 888.96 4924.35 5850.00 1029,89 190.000 17]77.66 1029.95 1117.38 4921 ,52 6069,65 1031.38 190.000 17377.66 1029.82 576,49 4922.02 5564.10 1031.89 I 200.000 17377 .66 1030.46 1007,26 4923,83 5978.48 1032.11 200.000 17371.66 1031.28 513.47 4921.03 54]4.50 1032.60 I 210.000 17443.41 1032.28 973.66 4900.70 5874.36 1033.98 210.000 17443.41 1032.10 149,11 4900.70 5650,00 1034,01 220.000 7843.41 1034.15 314,29 4918,40 5270.00 1034.51 220.000 7843,41 1034 .25 315.15 4918.40 5270.00 1034.65 I 230.000 9700.00 1034.11 157.92 4927,81 5085.73 1035.17 II1-35 I 5~ I I 230.000 9700.00 1034.21 158.76 4927.43 5086.19 1035.24 240.000 9700.00 1034.91 167.67 4920.73 5088.40 1035.81 240.000 9700.00 1035.03 168.15 4920.47 5088.63 1035.86 I 250.QOO 9700.00 1034.91 140.51 4935.29 5075.80 1037.00 250.000 9700.00 1034.98 141.11 4.934.98 5076.09 1037.02 260.000 9700 .00 1036.63 127.14 494]. 06 5070.21 1039.18 I 260.000 9700 .00 1036.63 127.18 4943.04 5070.22 1039.18 1 12JUN9B 09:01:35 PAGE 55 I SEOlO Q CWSEL TOPWID SSTA ENDST 'G 270.000 9700.00 1039.43 195.71 4928.58 5167.37 1040.42 I 270.000 9700.00 1039.4.2 155.47 4928.63 50B4.10 1040.42 280.000 9700.00 1039.95 144.24 4.930.84 5075.08 1041.27 2BO.000 9700.00 1039.95 144.16 4930.88 5075.04 1041.27 I 290.000 9700.00 1041. 43 147.51 4928.26 5075.71 1042.96 290.000 9700.00 1041.44 147.56 4928.23 5075.79 1042.96 300.000 9700.00 1042.36 554.69 4883.92 5475.94 1043.16 300.000 9700.00 1042.32 206.59 4884.21 5090.79 1043.16 I 310.000 9700.00 1042.15 152.45 4927.28 5079.73 1043.42 310.000 9700.00 1042.14 152.38 4927. Jl 5079.70 1043.41 ]20.000 9700.00 1043.02 145.44 4933.92 5079.36 1044.48 I 320.000 9700.00 1043.02 145.40 4933.94 5079.34 1044.48 330.000 9700.00 1043.80 125.63 4941.84 5067.47 1046.31 330.000 9700.00 1043.80 125.57 4941.87 5067.44 1046.32 I 340.000 9700.00 1046.79 194.71 4883.59 5078.30 1047.53 340.000 9700.00 1046.79 194.74 4883.58 5078.32 1047.53 350 .000 9700.00 1048.62 126.87 4942.48 5069.35 1051.47 I 350 .000 9700.00 1048.62 126.88 4942.48 5069.35 1051.47 360.000 9700.00 1051.62 140.99 4935.97 5144.05 1053.28 360.000 9700.00 1051.62 135.82 4936.00 5071. 82 1053.28 I 370.000 9700.00 1052.63 123.73 4942.47 5066.20 1055.17 ]70.000 9700.00 1052.63 123.78 4942.45 5066.23 1055.17 MURRIETA CRK-o/S REACH -M I SUMMARY PRINTOUT TABLE 150 SECNO XLell 'LTRD ELLe ELMIN Q CWSEL CRIWS EO 10.KS Vell AREA .01K I 1.000 .00 .00 ,00 999.00 30900.00 1010.31 ,00 1011.05 9.65 6.90 4611.56 9946.53 1.000 .00 .00 .00 999.00 30900.00 1010.31 ,00 1011.06 9.77 6.94 4450.78 9885.56 2.000 1200.00 .00 .00 1002.80 30900.00 1011.67 .00 1012 .59 16.45 7.68 4021.69 7617 ,64 I 2.000 1200.00 .00 ,00 1002.80 30900.00 1011.69 .00 1012.60 16.34 7.67 4031.16 7644 .41 3.000 1200.00 .00 .00 1003.80 30900.00 1013 .56 ,00 1014.37 13.42 7.25 4264.91 8433.96 ] .000 1200.00 .00 .00 1003.80 30900.00 1013.57 .00 1014.38 13.39 7.24 4268.33 8444.06 I 10.000 1000.00 .00 ,00 1006.50 28S00.00 1014.82 .00 1015.97 16.93 8.63 3307.aa 6925.52 10.000 1000.00 .00 ,00 1006.50 28500.00 1014.82 .00 1015.98 16.93 8.63 3304.05 6927.47 20.000 560.00 .00 .00 1006.80 28500.00 1015.68 .00 1017.35 29.30 10.36 2754.66 5265.17 I 20.000 560.00 .00 .00 1006.80 28500.00 1015.69 .00 1017.35 29.27 10.36 2752.08 5267.62 30.000 180.00 ,00 .00 1006.70 28500.00 1016 .13 ,00 1017.96 33.07 10.83 2638.64 4955.98 30.000 180.00 .00 .00 1006.70 28500.00 1016.14 ,00 1017.96 33.11 10.83 26]0.96 495].)] I 40.000 525.00 .00 .00 1008.00 26577.66 1017.61 .00 1019.32 20.35 10.51 2541.84 5891. 42 III-36 I ~ I I I I I I I I I I I I I I I I I I I 40.000 50.000 50.000 50.QOO 60.000 80.000 80.QOO 90.QOO 90.000 100.000 100.000 110.000 110.000 120.000 120.000 130.000 130.000 140.000 140.000 SECNO 150.QOO 150.000 160.000 160.QOO 170.000 170.000 lao.OOO 180.000 190.000 190.QOO 200.000 200.000 210.000 210.000 220.000 220.000 230.000 230.000 240.000 240.QOO 250.000 250.QOO 260.000 260.0ao 270.000 270.000 280.000 280.000 290.000 290.000 ]00.000 525.00 600.00 600.00 475.00 475.00 82.00 82.00 475.00 47S.00 500.00 500.00 725.00 725.00 550.00 550.00 495.00 495.00 525.00 525.00 XLO! 275.00 275.00 30.00 30.00 90.00 90.00 700.00 700.00 510.00 510.00 515.00 515.00 495.00 495.00 ol90.ao 490.00 530.00 530',00 525.00 525.00 475.00 4.75.00 510.00 510.00 525.00 525.00 530.00 530.00 825.00 825.00 80.00 1025.00 1025.00 ELTRD .00 .00 .00 ,00 .00 ,00 .00 ,00 .00 .00 ,00 ,00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 ,00 .00 ,00 .00 ,00 1026.50 1026.50 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 ELLC .00 ,00 .00 .00 .00 .00 .00 1008.00 26577.66 ,00 .00 1009.10 1009.10 .00 ,00 1009.10 1009.10 1009.30 1009.30 .00 .00 1009.80 1009.80 .00 ,00 1010.20 1010.20 .00 .00 1010.90 1010.90 .00 .00 1012.40 1012.40 .00 ,00 1012.90 1012.90 ,00 ,00 1013.90 1013.90 ELMIN .00 .00 1014.60 1014 .60 ,00 ,00 1014.90 1014.90 .00 .00 1015.00 1015.00 .00 .00 1017.00 1017.00 .00 .00 1018.60 101S.60 ,00 ,00 1019.30 1019.30 ,00 ,00 1020.70 1020.70 ,00 .00 1021.70 1021.70 .00 ,00 1023.50 1023.50 ,00 .00 1024.70 1024.70 .00 ,00 1026.70 1026.70 ,00 .00 1028.90 1028.90 ,00 ,00 1028.20 102S.20 .00 .00 1029.50 1029.50 .00 ,00 1031 .70 1031. 70 .00 1031.90 26577.66 26577.66 26577 .66 26577 .66 26577.66 26577 .66 17377.66 17377.66 17377.66 17377 .66 17377 .66 17377.66 17377.66 17377.66 17377.66 17377.66 17377.66 17377 .66 17377 .66 17377 .66 17377.66 17377.66 17377.66 17377 .66 17377 .66 17377 .66 17377.66 17377.66 17377.66 17377.66 17443.41 17443.41 7B43.41 7B43.41 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 1017.61 1018.90 101B.89 1019.B4 1019.68 1019.93 1020.93 1021.55 1021. 69 1022.22 1022.14 1022.95 1023.04 1023.18 1023.80 1024.15 1024.71 1024.70 1025.14 Q CWSEL 1025.69 1025.38 1026.93 1027.00 1026.77 1026.86 1028.28 1028.18 1029.95 1029.82 1030.46 1031.28 1032.28 1032.10 1034.15 1034.25 1034.11 1034.21 1034.97 1035.03 1034.n 1034.98 1036.63 1036.63 1039.43 1039.42 1039.95 1039.95 1041.43 1041.44 1042.36 III-37 CRIWS 1025.69 1025.38 1028.28 1028.18 1029.95 1029.S2 1030.34 .00 1032.28 1032.10 .00 1019.32 .00 .00 1020.43 1020.45 .00 ,00 1021.14 1021.19 ,00 .00 1021. 6B 1022.11 .00 .00 1022.38 1022.63 .00 ,00 1022.82 1023.16 .00 ,00 1023.42 1024.1) .00 ,00 1024.11 1024.91 ,00 ,00 1024.74 1025.5B .00 .00 1025.35 1026.54 EG 1027.54 1027.67 .00 .00 1027.68 1027.85 .00 .00 1027.84 1028.00 1029.85 1029.89 1031.38 1031.89 1032.11 1032.60 1033 .98 1034.01 .00 ,00 1034.57 1034.65 ,00 ,00 1035.17 1035.24 ,00 .00 1035.81 1035.86 .00 .00 1037.00 1037.02 ,00 .00 1039.18 1039.18 .00 .00 1040.42 1040.42 .00 .00 1041.27 1041.27 ,00 ,00 1042.96 1042.96 .00 1043.16 20.38 16.47 16.73 12.56 14.40 18.34 11.54 8.34 8.92 8.00 11.71 8.13 14.70 1).74 13.86 10.26 12.19 11.73 18.71 10-KS 16.17 19.86 5.85 6.30 8.54 8.78 12.56 13.57 12.27 16.20 13 .53 9.74 14.17 16.08 4.57 4.47 13 .6B 13.20 10.06 9.83 36.29 35.15 44.20 44.09 11.84 11.93 17.31 17.37 22.69 22.64 12.63 10.51 9.95 10.01 10.61 8.97 7.79 10.05 VOl 11.33 12.35 10.79 11.16 10.59 12.09 10.78 9.67 10.95 11.50 11.61 11.48 12.82 12.81 2527.87 5887.09 2757.01 2653.81 9.31 9.86 3236.64 2694.33 2505.52 3440.22 7.51 7.79 2823.98 2231. 79 6.96 8.39 3740.13 2348.07 6.58 8.83 4185.29 2293.88 8.79 9.12 3121.39 2469.03 7.40 8.31 3881.58 2736.82 3798.87 2173.53 AREA 2033.43 1649.45 7.66 7.98 3651.23 3183.01 9.04 9.20 3012.66 2718.27 2466.54 2271.07 2701.08 1902.26 2200.17 2249.13 2229.25 1986.50 5.31 5.23 1688.31 1719.39 8.28 8.18 1171.54 1186.S1 7.)7 7.31 1316.21 1326.87 835.24 844.75 756.90 757.51 7.96 7.99 1232.08 1214.01 9.20 9.22 1053.84 1052.39 9.91 9.90 978.83 ~79.56 7.24 1444. ~5 6549.23 6497.09 7498.86 7004.80 6205.86 7825.34 6017.15 5850.S7 6145.48 5078.53 60~5.27 4532.86 4688.45 4667.44 5426.47 4976.55 5073.78 4017.59 .01K 4320.96 3898.95 7182.83 6925.75 5947.39 5865.86 4902.90 4717.26 4959.99 4317.32 4723.71 5566.76 4634.00 4350.40 3670.04 3710.19 2622.96 2669.43 3058.38 3093.75 1610.15 1636.18 1459.09 1460.76 2818.87 2808.19 2331.63 2]27.19 2036.49 2038.56 2729.63 (pC> I 1 I, I I I I I I 300.000 310.000 310.000 12JUN98 SErna 320.000 320.000 330.000 ]]0.000 340.000 340.000 350.000 350.000 360.000 360.000 370.000. 370.000 12JUN98 80.00 80.00 80.00 09:01:35 XLCII 530.00 530.00 525.00 525.00 575.00 575.00 550.00 550.00 500.00 500.00 525.00 525.00 09:01:35 MURRIETA CRK-D/S REACH-M SUMMARY PRINTOUT TABLE 150 1 I I I I I I I I I SECNO 1.000 1.000 2.000 2.000 3.000 3.000 10.000 10.000 20.000 20.000 30.000 30.000 40.000 40.000 50.000 50.000 60.000 60.000 80.000 80.000 90.000 90.000 100.000 100.000 110.000 30900.00 ]0900.00 30900.00 30900.00 30900.00 30900.00 28500.00 28500.00 28500.00 28500.00 28500.00 28500.00 26577.66 26577 .66 26577 .66 26571.66 26577 .66 26577 .66 26577 .66 26577 .66 17377.66 17377.66 17377 .66 17377.66 17377.66 Q ,00 .00 .00 ELTRD .00 .00 ,00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 CWSEL 1010.31 1010.31 1011.67 1011.69 1013.56 1013.57 1014.82 1014.82 1015.68 1015.69 1016.13 1016.14 1017.61 1017.61 1018.90 1018.89 1019.84 1019.68 1019.93 1020.93 1021.55 1021.69 1022.22 1022.14 1022.95 ELLe ,00 1031.90 .00 ,00 1032.60 1032.60 ELMIN .00 ,00 1033 .60 1033 .60 ,00 ,00 1035.90 1035.90 .00 .00 1038.50 1038.50 .00 .00 1041.40 1041.40 .00 ,00 1042.60 1042.60 .00 .00 1044.90 1044.90 DIFWSP .00 .00 .00 ,02 ,00 ,01 .00 ,00 ,00 ,00 .00 ,00 .00 .00 .00 ..02 .00 -.17 ,00 1.00 .00 .14 .00 -.08 .00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 9700.00 DIFWSX .00 .00 1.36 1.38 1.89 1.88 1.26 1.25 .87 .87 ,45 ..5 1.47 1.47 1.30 1.28 ... ,7' ,0' 1.25 1. 62 ,76 ,67 ,'5 .73 1042.32 1042.15 1042.14 Q CWSEL 104).02 1043.02 1043.80 104) .80 1046.79 1046.79 1048.62 1048.62 1051.62 l051.Ei2 1052.63 1052.63 DIFKWS ,00 .00 ,00 ,02 ,00 ,01 ,00 ,00 ,00 ,00 ,00 ,00 ,00 .00 ,00 -.02 ,00 ..17 ,00 1.00 .00 ,14 ,00 -.08 .00 III-38 TOPWID 711.10 467.00 536.91 537.25 533.27 533.38 531.92 497.17 507.71 475.10 497.19 465.00 350.62 324.14 492.44 314.92 687.60 289.61 289.33 731.28 998.39 236.94 1222.29 436.87 1426.19 1048.62 1048.62 CRIWS .00 1043.16 ,00 .00 1043.42 1043.41 EG .00 .00 1044.48 1044.48 .00 .00 1046.31 1046.32 .00 ,00 1047.53 1047.53 1051.47 1051.47 .00 .00 1053.28 1053.28 .00 .00 1055.17 1055.17 XLCII ,00 ,00 1200.00 1200.00 1200.00 1200.00 1000.00 1000.00 560.00 560.00 180.00 180.00 525.00 525.00 600.00 600.00 475.00 475.00 82.00 82.00 475.00 475.00 500.00 500.00 725.00 13.09 17 .51 17.57 10-KS 20.77 20.81 42.67 42.80 9.95 9.93 52.68 52.66 23.56 23.63 42.29 42.15 VCII 12.73 12.74 13.54 13 .54 10.33 10.35 12.79 12.77 7.36 1317.34 2680.67 9.04 9.05 1072.45 1071.30 PAGE AREA 9.70 9.71 1000.18 999.44 762.25 761.44 6.n 6.90 1404.13 1405.17 716.32 716.40 938.86 937.45 758.49 759.35 PAGE 2317.96 2314.45 58 .01K 2128.45 2126.20 1484.96 1482.76 3075.31 3078.81 1336.47 1336.68 1998.61 1995.26 1491. 57 1494.03 5. ~\ I I 110.000 17377.66 1023.04 ,0' ," .0' 430.57 725.00 120.000 17377.66 1023.18 .00 ,23 .00 1282.02 550.00 120.000 17377 .66 1023.80 .'2 ,76 ,'2 569.75 550.00 1 130.000 17377.66 1024.1$ .00 ,'7 .00 1495.32 495.00 130.000 17377.66 1024.71 .5' .91 .56 593.12 495.00 140.000 17377.66 1024.70 ,00 ,55 ,00 1526.03 525.00 I 140.000 17)77 .66 1025.14 ,'3 ,'3 ,4) 563.16 525.00 150.000 17377 .66 1025.69 .00 ... .00 827.81 275.00 150.000 17377.66 1025.38 . .31 .2' . .31 569.72 275.00 I 160.000 17377 . 66 1026.93 .00 1. 24 ,00 1325.26 ]0.00 160.000 17377 ,66 1027.00 .0' 1.62 ,0' 958.90 30.00 170.000 17377 .66 1026.77 ,00 ..17 ,00 1226.64 90.00 I 170.000 17377 .66 1026.86 ,0' -.14 ,0' 902.73 90.00 180.000 17377.66 1028.28 .00 1.51 .00 1066.02 700.00 180.000 17377.66 1028.18 -.10 1. 32 -.10 888.96 700.00 I 190.000 17377 .66 1029.95 .00 1.67 .00 1117.38 510.00 190.000 17377 .66 lO2!L82 -.13 1.64 -.13 576.49 510.00 200.000 17377 .66 1030.46 .00 .51 ,00 1007.26 515.00 200.000 17377.66 1031.28 ..2 1.46 ,'2 513.47 515.00 I 210.000 17443.41 1032.28 .00 1.82 .00 973 .66 495.00 210.000 17443.41 1032.10 -.18 ..2 - .18 749.11 495.00 220.000 7843.41 1034.15 ,00 1.81 .00 314.29 490.00 I 220.000 7843.41 1034.25 ,10 2.16 .10 315.15 490.00 230.000 9700.00 1034.11 .00 ..04 ,00 151.92 530.00 230.000 9700.00 1034.21 .10 ..05 ,10 158.76 530.00 I 240 .000 9700.00 1034.91 .00 ." .00 167.67 525.00 2.0 .000 9100.00 1035.03 .0' ..2 .0' 168.15 525.00 250.000 9700.00 1034.91 ,00 -.06 .00 140.51 475.00 I 250.000 9700.00 1034.98 ,07 -.05 .07 141.11 475.00 2'0 .000 9700.00 1036.63 .00 1.72 .00 127.14 510.00 2'0 .000 9700.00 1036.63 ,00 1.65 .00 127.18 510.00 I 270.000 9700.00 1039.43 .00 2.80 ,00 195.71 525.00 270.000 9700.00 1039.42 ..01 2.79 -.01 155,47 525.00 280.000 9700.00 1039,95 .00 .52 ,00 144.24 530.00 280.000 9700.00 1039.95 .00 .53 ,00 144.16 530.00 I 290.000 9700.00 1041. 43 .00 1.48 ,00 141.51 825.00 290.000 9700.00 1041.44 .01 1.49 .01 147.56 825.00 I 300.000 9700.00 1042.36 .00 ..2 ,00 554.69 80.00 300.000 9700,00 1042.32 -,03 .as -.03 206.59 80.00 310.000 9700.00 1042.15 .00 -.21 .00 152.45 80.00 310.000 9700.00 1042.14 - .01 ..18 -.01 152.38 ao.oo I 320.000 9700.00 1043.02 .00 .as ,00 145.44 530.00 320.000 9700.00 1043.02 -.01 .as -.01 145.40 530.00 330.000 9700 .00 1043.80 .00 ,78 .00 125.63 525.00 I 330.000 9700 .00 1043.80 .00 ,78 .00 125.57 525.00 340.000 9700.00 1046.79 .00 2.99 .00 194 . 71 575.00 340.000 9700.00 1046.79 .00 3.00 .00 194.74 575.00 I 350.000 9700.00 1048.62 ,00 1. 83 ,00 126.87 550.00 350.000 9100.00 1048.62 ,00 1.83 ,00 126.88 550.00 360.000 9700.00 1051.62 ,00 3.00 .00 140.99 500.00 360.000 9700.00 1051.62 ,00 3.00 .00 135.82 500.00 I II1-39 I fez,. I I I I I I I I I I I I I I I I I I I 370.000 370.000 9700.00 9700.00 1052.63 1052.63 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SEeNO_ CAUTION SEOlO- CAUTION SECNO- CAUTION SEeNO_ CAUTION SEOiO- WARNING SEeNO. WARNING SEeNO- CAUTION SEOla.. CAUTION SEOlO- CAUTION SEeNO- CAUTION SECNO_ CAUTION SECNO_ CAUTION SEOle- CAUTION SECNO_ CAUTION SECNO_ CAUTION SEom. <:AlITIDN SEOle. CAUTION SECNO. CAUTION SEom- CAUTION SEalO_ _ CAUTION SECNO- CAUTION SEalO. CAUTION SECNO__ CAUTION SEOlO- WARNING SECNO. WARNING SEala- WARNING SEeNO. WARNING SEOlC.. WARN ING SEOlO.. WARNING SECNa. WARN ING SEOlO.. WARNING SECNe- CAUTION SEQlO. CAUTION SECNa. CAUTION 8Eom.. CAUTION SEom_ CAUTION SEeNO- CAUTION SEOle- WARNING SEOla_ WARNING SEOfO.. FLOODWAY DATA, PROFILE NO. 2 STATION 1. 000 2.000 3.000 10.000 20.000 30.000 40.000 50.000 60.000 80.000 150.000 150.000 150.000 150.000 150.000 160.000 160.000 lao.OOO 180.000 180.000 180.000 180.000 180.000 190.000 190.000 190.000 190.000 190.000 190.000 210.000 210.000 210.000 210.000 210.000 250.000 250.000 270.000 270.000 330.000 330.000 340.000 340.000 350.000 350.000 350.000 350.000 350.000 350.000 PROFILE- PROFILE_ PROFILE_ PROFILE- PROFILE_ PROFILE_ PROFILE- PROFILE- 1 PROFILE- 1 PROFILE_ 1 PROFlLE_ 2 PROFILE_ 2 PROFILE_ 2 PROFILE_ 1 PROFILE_ 1 PROFILE_ 1 PROFILE_ 2 PROFILE_ 2 PROFILE- 2 PROFILE_ 1 PROFILE_ 1 PROFILE- 1 PROFILE_ 2 PROFILE_ 2 PROFILE_ PROFILE- PROFILE_ PROFILE- PROFILE_ PROFILE_ PROFILE_ PROFILE_ PROFlLE_ 1 PROFILE_ 1 PROFILE_ 1 PROFlLE_ 2 PROFILE- 2 PROFILE- 2 ,00 ,01 1.01 1. 01 .00 ,01 123.73 123.78 525.00 525.00 1 CRITICAL DEPTH ASSUMED 1 PROBABLE MINIMUM SPECIFIC ENERGY 1 20 TRIALS ATTEMPTED TO BALANCE WSEL 2 CRITICAL DEPTH ASSUMED 2 MINIMUM SPECIFIC ENERGY 1 , CONVEYANCE CHANGE oms IDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTS IDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL 360.000 PROFILE_ 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 360.000 PROFlLE_ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE MURRIETA CRK-o/s REAot-M WIDTH 467. 537 . 533. 497. 475. 465. 324. 3l5. 290. 996. FLOOOWAY SECTION AREA MEAN VELOCITY 4451. 4031. 4268. 3304. 2752. 2631. 2528. 2654. 2694. 3440. G.' 7.7 7,' 8,G 10.4 10.S 10.5 10.0 .,. 7.7 WATER SURFACE ELEVATION WITH WITHOUT DIFFERENCE FLOQDWAY FLOQDWAY 1010.3 1011.7 1013.6 1014.8 1015.7 1016.1 1017.6 1018.9 1019.6 1020.9 1010.3 1011.7 1013 .6 1014.8 1015.7 1016.1 1017.6 1018.9 1019.8 1019.9 ,0 ,0 .0 .0 .0 .0 .0 ,0 - ., 1.0 III-40 (p~ I I 90.000 237. 2232. 7.a 1021.6 1021.S ., 100.000 541. 2348. 7.4 1022.1 1022.2 -,' 110.000 548. 2294. 7.. 1021.0 1022.9 ., 120.000 663. 2469. 7.. 1023.8 1023.2 ,. I 130.000 699. 2737. ..3 1024.8 1024.2 ,. 140.000 655. 2174. a,. 1025.1 1024.7 .4 150.aoo 921- 1649. 10.5 1025.. 1025.7 -.3 160.000 959. 3183. S,S 1027.0 1026.9 ., 170.QOO 935. 2718. ... 1026.9 1026.8 ., I 190.000 926. 2271. 7.7 1028.2 1028.3 -,' 190.000 642. 1902. ,., 1029.9 1030.0 -,' 200.QOO 513. 2249. 7.7 1031.3 1030.5 ,a 210.QOO 749. 1987. a,a 1032.1 1032.3 -,2 220.000 352. 1719. .,. 1034 .3 1034.2 ., I 230.000 159. 1187. a,2 1034 .2 1034.1 " 240.QaO 168. 1327. 7.3 1035.1 1035.0 ., 250.QOO 141- 845. 11.5 1035.0 1034.9 " 260.000 127. 758. l2.S 1036.6 1036.6 .. 270.000 155. 1214 . a.. 1039.. 1039.. ,. I 280.000 144. 1052. '.2 1040.0 1040.0 ,. 290.000 us. 980. ,., 1041.4 IOU.. ,. 300.000 207. 1317. 7.4 1042.4 1042.4 ,. 310.000 152. 1071. ,., 1042.1 1042.1 ,. I 320.000 145. 999. ',7 1043.0 1043.0 .. 330,000 126. 761. 12.7 1043.8 1043.8 .. 340.000 195. 1405. .,' 1046.8 1046.8 .. 350.000 127. 716. 13 ,5 1048.6 1048.6 .. 360.000 136. 937. 10.3 1051.6 1051.6 .. I 370.000 124. 759. 12.8 1052.6 1052.6 .. I I I I I I I I I 1 II1-41 I ~ I I I SECTION IV, HEC-2 INPUT/OUTPUT LISTINGS FOR PROPOSED CONDITIONS 1............................................ u. S. ARMY CORPS OF ENGINEERS I I I I I I I I I I I I I I I I ....................................... HEC-2 WATER SURFACE PROFILES . HYDROLOGIC ENGINEERING CENTER Version 4.6.2; May 1991 . 609 SECOND STREET, SUITE 0 DAVIS. CALIFORNIA 95616-4687 RUN DATE 12JUN98 (!H6l 756-1104 TIME 10:58:40 ....-....................................... ....................................... x X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX ..................................... HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ..........--......................... Tl T2 T3 ORIGINAL DATA FROM SCiAAF &: WHEELER, CONSULTING CIVIL ENGINEERS RIVERSIDE COUNTY FIS, FEMA0590 - CROSS SECTIONS MODIFIED FOR EFFECT FLOW MURRIETA CRX.D!S, CLOMR FOR WESTS IDE CITY II, WEIR FLOW OVER LEFT LEVEE JI IalBCK INQ NINV IDIR STRT METRIC HVINS Q WSEL PO 2 1010.31 J2 NPROF !PLOT PRFVS XSECV XSEaI FN ALLIlC IBW CllNIM ITRACE I -I IS J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200 38 43 I . 53 5. 3 QT 2. 30900. 30900. NC .030 .030 .030 .1 ,] ET 5,1 10.4 1153.04 2464 .14 Xl 1.0 12, 1740. 2220. 0, 0, 0, X3 10.0 GR 1014.0 900.0 1015.0 1100.0 1012.6 1650.0 1012 .0 1140.0 999.0 1840.0 GR 999.0 2160.0 1010.3 2220.0 1009.0 2350.0 1013.0 2700.0 1011.0 2860.0 GR 1011.0 2950.0 1018.0 3050.0 ET 5.1 10.4 1121. 43 2215.44 Xl 2,0 '.0 1110.0 2280.0 1100.0 1300.0 1200.0 X3 10.0 GR 1015.5 950.0 1014.0 1110.0 1002.8 1800.0 1002.8 2170.0 1013.0 2280.0 GR 1014 .0 2500.0 1014.5 3000.0 1015.0 3500.0 1018.0 3600.0 ET 5,1 10.4 1688.86 3816.17 Xl ],0 7.0 1680.0 2240.0 1200.0 1200.0 1200.0 X3 10.0 GR 1017.0 1000.0 1015.5 1680.0 1003.8 1830.0 1004.5 2200.0 1014.0 2240.0 IV-l Co-5 I I GR 1014.0 3800.0 1019.0 3900.0 NC 0.030 0.030 0.025 QT 2 28500.0 28S00.0 I Xl 10.0 29.0 4790.1 5292.3 1000.0 1000.0 1000.0 .0 .0 .0 GR 5020.a 4295.6 5038.7 4305.5 5037 .8 4434 .1 5021.1 4437 .1 5020.2 4587.3 GR 5000.0 4639.0 1019.4 4640.0 1018.9 4654.2 1018.9 4724.1 1021.4 4736.3 GR 1018.5 4747.4 1019.3 4763.4 1016.2 4790.1 100a.1 4819.6 1006.5 5000.0 GR 1007.2 5129.7 1009.1 5152.4 1008.3 5227.1 1014.5 5292.3 1015.0 5347.2 I GR 1016.0 5366.5 1016.4 5464.9 1017.7 5501.4 1035.7 5508.5 1035.7 5599.0 GR 5000.0 5600.0 5035.7 5620.4 5018.0 5628.3 5015.9 5672 .1 Xl 20.0 13 .0 4810.5 5285.6 550.0 555.0 560.0 ,0 .0 .0 I GR 5000.0 4779.8 1015.6 4780.0 1015.5 4810.5 1008.2 4865.1 1006.8 5000.0 GR 1009.9 5069,3 1009.8 5204.0 1014.2 5231.4 1015.6 5285.6 1017.1 5323.1 GR 1017.6 5392.1 1017.7 5430.1 5000.0 5431.0 Xl 30.0 19.0 4662.9 5296.0 200.0 350.0 180.0 .0 ,0 .0 I GR 5018.2 4553.2 5016.8 4572.2 5017.5 4662.9 5016.5 4789.9 5000.0 4830.0 GR 1016.0 4831.0 1013.7 4882.1 1008.2 4927.0 1007.3 5000.0 1006.7 5057.1 GR 1011.6 5086.5 1010.2 5243.8 1015.6 5296.0 1017.2 5392.2 1017.2 5409.0 GR 5000.0 5410.0 5017.2 5423.3 5017.2 5883.7 5017.2 6013.2 I QT 2 26577 .66 26577.66 Xl 40.0 17.0 4833.3 5186.3 650.0 425.0 525.0 .0 ,0 .0 X3 10 1023.6 1016.9 GR 5000.0 4833.0 1022.7 4833.3 1010.7 4877.7 1008.0 5000.0 1008.5 5130.4 I GR 1019.6 5186.3 1019.0 5215.1 1016.9 5244.4 1016.9 5257.8 1018.9 5266.8 GR 1018.8 5313.7 1018.6 5347.4 1021.5 5387.6 1044.3 5391.2 1044.3 5400.0 GR 5000.0 5401.0 5044.3 5468.4 Xl 50.0 11.0 4789.1 5127.1 500.0 400.0 600.0 .0 .0 .0 I X3 10 1025.1 1017.8 GR 5000.0 4789.0 1024.7 4789.1 1009.7 4832.8 1009.1 5000.0 1010.2 5085.6 GR 1020.4 5127.1 1018.9 5201.2 1017.8 5277 .2 1019.5 5432.9 1019.6 5450.0 GR 5000.0 5451. 0 I NC 0.030 0.030 0.020 ET '.1 7.1 4865.5 5175.5 1791.5 5175.5 Xl 60.0 67.0 4865.2 5175.5 800.0 575.0 475.0 X3 10 1026.9 1019.0 GR 1051.7 1791. 5 1049.3 1851.8 1047.6 1936.4 10S7.4 1976.6 1061.0 2031.4 I GR 1062.6 2131.4. 1061.3 2185.3 1043.8 2236.0 1043.9 2310.2 1045.3 2329.7 GR 1044.5 2374.0 1042.8 2401.4 1042.7 2462.5 1056.7 2470.3 1056.7 2557.4 GR 104.2.7 2558.9 1041.9 2605.1 1039.0 2628.7 1038.6 2706.3 1039.5 2732.4 GR 1050.8 2738.6 1060.0 2772.9 1051.4 2801.5 1038.4 2810.2 1034.0 2916.2 I GR 1034.7 3040.6 1033.2 3108.2 1033.2 3108.2 1033 .2 n08.3 1029.9 3133 .5 GR 1030.7 3186.7 1031.5 3199.5 1031.7 3295.9 104.5.8 3307.5 104.5.3 3444..8 GR 1030.9 3447.0 1030.3 3499.1 1043.8 3503.6 1043.9 3562.3 1030.3 3565.8 GR 1029.5 3777.7 1027.3 3872.6 1027.6 4030.2 1026.2 4206.7 1025.2 4355.4 GR 1024.0 4519.0 1023.5 4581.3 1026.6 4615.1 1026.9 4665.1 1026.9 4791.7 I GR 1025.5 4865.2 1010.7 4893.3 1009.1 5000.0 1010.3 5151.2 1025.8 5175.5 GR 1025.9 5208.4. 1019.0 5235.8 1019.0 5262.6 1024.3 5275.7 1024.5 5371.0 GR 1023.5 5399.9 1018.8 5419.1 1018.4 5478.8 1018.4 5603.8 1018.9 5780.0 GR 5000.0 5781.0 5019.0 5787.4 I NC 0.020 ET '.1 7.1 4849.15 5105.85 2000.3 5150.85 SB 0.' 1. 79 2,. 26!LO ..0 4082.15 1.3 1011.0 1011.0 Xl 80.0 30.0 4849.15 5150.85 82.0 150.0 82.0 .0 ,0 .0 X2 1 1026.5 1025.00 I X3 10 1027.5 1020.2 BT -39 1804.5 1077 . 6 1077.6 2000.3 1074.0 1074.0 2220.3 1063.9 1063.9 BT 2420.7 1051. 7 1051.7 2619.0 1039.1 1039.1 2910.5 1033 .0 1033 .0 BT 3165.7 1029.8 1029.8 3397.4 1028.4 1028.4 3616.2 1027.9 1027.9 I BT 3907.9 1026.8 1026.8 4203.0 1025.8 1025.8 4485.9 1025.0 1025.0 BT 4751. 1025.8 1025.8 4849.15 1027.44 1023.24 48U .15 1027.44 1023.24 BT 4865.15 1027.705 1023.505 4894.9 1028.2 1024. 4897.4 1028.259 1024..059 BT 4898.9 1028.295 1024.095 4964.4 1029.853 1025.653 4965.9 1029.888 1025.688 I BT 5000. 1030.7 1026.5 5031.4 1030.329 1026.129 5032.9 1030.311 1026.111 BT 5098.4 1029.538 1025.338 5099.9 1029.521 1025.321 5134.15 1029.117 1024.917 BT 5150.85 1028.92 1024.72 5150.85 1028.92 1024.72 5211.9 1028.2 1028.2 BT 5311.8 1025.9 1025.9 5406.2 1025.4 1025.4 5459.9 1022.2 1022.2 BT 5510.2 1019.6 1019.6 5627.3 1019.0 1019.0 5845.9 1019.3 1019.3 I BT 5850.0 1019.4 1019.4 5851.0 5000.0 5000.0 6066.0 5019.6 5019.6 IV-2 I '-'- I I GR 1077 .6 1804.5 1074.0 2000.3 1063.9 2220.3 1051.7 2420.7 lO3!Ll 26151.0 GR 1033.0 2910.5 1029.8 3165.7 1028.4 3397.4 1027.9 ]616.2 1026.8 3907.9 GR 1025.S 4203.0 1025.0 4485.9 1025.8 4751. 1023.24 4849.15 1011,8 4874.84 GR 1009.3 4922.54 1010.4 4940.34 1011.5 5137.24 1024.72 5150.85 1020.5 5187.94 I GR 1020.2 5255.14 1025.0 5269.54 1025.4 5406.20 1022.2 5459.9 1019.6 5510.2 GR 1019.0 5627.3 1019.3 5845.9 1019.4 5850.0 5000.0 5851.0 5019.6 6066.0 QT 2 17377.66 17377.66 ET '.1 7,1 4S90.0 5090.0 4870.1 5176.4 I NC 0.030 0.030 0.020 Xl 90.0 28.0 4870.1 5176.4 90.0 515.0 475.0 .. .. .. GR 5021. :2 4791.4 5000.0 4870.0 1028.4 4870.1 1012.5 4896.5 1009.8 5000.0 GR 1011.3 5025.5 1010.6 5068.3 1012.0 5083.6 1024.1 5128.9 1025.3 5154.3 I GR 1039.0 5176.4 1040.9 5222.2 1038.3 5251.5 1023.1 5275.3 1023.5 5294.0 GR 1025.5 5314.5 1020.7 5335.6 1019.8 5359.1 1020.6 5465.3 1020.6 5607.9 GR 1020.4 5762.7 1022,0 5867.0 1022.4 5898.3 1022.4 5929.1 1020.5 6110.3 GR 1023 .6 6325.8 1021.1 6546.7 1023.6 6789.3 I ET 7;1 7.1 4853.1 5118.1 Xl 100.0 27,0 4853.1 5118.1 460.0 525.0 500.0 .. ,. ,. GR 5000.0 4853.0 1027.4 4853.1 1021.0 4880.7 1010.2 4937.5 1010.9 5000.0 GR 1012.5 5056.2 1017.4 5083.4 1025.5 5118.1 1025.0 5141.5 1023.7 5166.4 GR 1020.8 5243.9 1019.7 5280.7 1019.5 5333.2 1019.6 5346.0 1020.7 5356.0 I GR 1019.7 5365.9 1019.7 5395.4 1020.6 5460.7 1018.9 5480.5 1020.5 5527.8 GR 1020.9 5676.5 1020.1 5820.9 1020.5 5934.1 1020.7 6068.0 1020.6 6200.0 GR 5000.0 6201. 0 5020.6 6221.3 ET 7,1 7,1 4814.2 5114.4 I Xl 110.0 32.0 4874.2 5114.4 715.0 725.0 725.0 ,. ,. ,. GR 5023.3 4758.9 5025.8 4769.8 5023.3 4807.2 1023.3 4851.9 1019.8 4874.2 GR 1019.4 4920.7 1011.0 4957.3 1011.1 5000.0 1010.9 5031.3 1026.9 5114.4 GR 1026.9 5134 .2 1026.7 5184.7 1022.3 5217.9 1019.1 5239.8 1019.7 5282.5 GR 1019.9 5331.2 1021.0 5353.1 1020.6 5462.0 1020.3 5604.4 1019.7 5697.4 I GR 1020.6 5793.1 1020.5 5870.9 1021.2 6013.0 1021.4 6152.5 1022.5 6335.2 GR 1023.2 6435.2 1025.3 6456.3 1030.7 6481.6 1036.0 6539 .1 1038.7 6600.0 GR 5000.0 6601.0 5040.5 6643.7 I ET 7.1 7.1 4884.8 5147.0 Xl 120.0 35.0 4884.8 5147.0 550.0 500.0 550.0 .. ,. ,. GR 5000.0 4884.0 1028.7 4884.8 1026.0 4896.6 1025.9 4908.7 1018.2 4935.1 GR 1012.4 4967.4 1012.4 5000.0 1012.4 5046.9 1013.2 5057.4 1027.6 5121.8 GR 1029.1 5147.0 1028.7 5179.4 1021.2 5208.7 1021.1 5246.3 1022.0 5317.3 I GR 1021.2 5432.7 1021. 7 5557.7 1020.6 5673.2 1021.2 5803.8 1021.7 5901.4 GR 1021.9 6047.6 1022.8 6175.7 1023.2 6304.1 1023.7 6392.8 1026.1 6439.1 GR 1029.4 6498.9 1033.6 6560.5 1037.0 6598.7 1043.1 6690.6 1047.5 6768.2 GR 1055.7 6848.5 1064.2 6900.2 1068.8 6934.8 1068.6 6982.5 5000.0 6983.0 I ET 7.1 7.1 4868.2 5122.7 Xl 130.0 26.0 4868.2 5122.7 510.0 515.0 495.0 ,. .. .. GR 5000.0 4868.0 1031.3 4868.2 1022.7 490!L9 1013.8 4963.1 1012.9 5000.0 GR 1013 .4 5047.7 1029.2 5122.7 1028.8 5183.0 1021.3 5227.4 1021.3 5238.1 GR 1022.7 5259.3 1022.3 5296.6 1021.8 5409.9 1021.4 5539.4 1021.7 5703.4 I GR 1021.6 5862.6 1022.2 6012.4 1023.1 6187.0 1023.4 6374.8 1024.4 6556.5 GR 1024.6 6584.5 1028.2 6624.3 1035.6 6665.8 1047.8 6752.8 1053.8 6828.8 GR 5000.0 6829.0 I ET 7,1 7,1 4850.6 5117.8 Xl 140.0 28.0 4850.6 5117.8 475.0 575.0 525.0 ,. .. .. GR 5000.0 4850.0 1034.3 4850.6 1025.2 4898.3 1014.2 4961.3 1014.0 5000.0 GR 1013.9 5040.6 1030.4 5117.8 1029.6 5165.2 1022.9 5195.4 1022.6 5212.3 GR 1023.8 5239.5 1024.4 5274.7 1023.8 5294.6 1023.3 5396.8 1022.9 5519.7 I GR 1022.6 5651.8 1021.5 5721.6 1022.5 5734.5 1022.4 5929.9 1022.7 6099.9 GR 1022.7 6281.1 1023.8 6455.3 1025.4 6575.5 1027.6 6631.0 1031.6 6681.0 GR 1041.3 6739.6 1046.6 6799.6 5000.0 6800.0 NC 0.030 0.030 0.020 I ET 7,1 7.1 4845.9 5100.7 Xl 150.0 43.0 4845.9 5100.7 225.0 475,0 275.0 ,. .. .. GR 5026.6 4793.9 5000.0 4845.0 1031.7 4845.9 1028.0 4881,5 1022.9 4914.1 GR 1014.6 4963.3 1014.7 5000.0 1015.6 503$.8 1022.0 5070.9 1028.9 5100.7 GR 1029.7 5131.0 1029.4 5156.2 1026.3 5198.7 1024.6 5283.1 1024.3 5342.7 I GR 1024..2 5413.2 1026.$ 5457.4 1026.2 5556.7 1024.6 5697.0 1024.2 5763.3 GR 1025.9 5844.7 1027.1 5939.5 1024.3 5977 .8 1024.3 6045.0 1024.7 6096.5 GR 1026.5 6192.2 1029.9 6252.1 1032.7 6297.2 1034.2 6321.6 1032.0 6342.4 GR 1033.2 6360,6 1036.6 6420.8 1042.l 6486.9 1048.6 6574.6 1053.6 6669.3 GR 1055.3 6762.5 1054.0 6857.6 1057.4 6938.9 1061.1 6987.5 1060.7 7080.4 I GR l061.4 7144.0 1063.3 7203.2 5000.0 7204.0 IV-3 I C,;,"'\ I I I ET 7.1 7.1 4891.1 5097 .5 Xl 160.0 47.0 4891.1 5097.5 50.0 60.0 30.0 .0 .0 ,0 I GR 5526.3 4570.3 5026.7 4708.3 5000.0 4891.0 1025.8 4891.1 1014 .9 4961.0 GR 1014.9 5000.0 1015.2 5040.5 1018.1 5066.4 1025.3 5097.5 1025.4 5120.0 GR 1024.0 5134.5 1025.8 5161.6 1025.4 5220.3 1025.1 5326.4 1026.6 5399.0 GR 1025.3 5520.6 1025.4 5643.8 1025.1 5697.5 1024.0 5722.4 1023.2 5752.6 GR 1023.3 5776.9 1024.S 5789.1 1025.4 5869.5 1026.3 5944.1 1027.2 6015.2 I GR 1026.5 6026.4 1024.2 60S3.4 1024.6 6080.4 1024.7 6111. 7 1025.7 6226.9 GR 1028.2 6254.8 1034.5 6274.5 1037.6 6320.3 1035.1 6356.6 1037 .4 6363.9 GR 1037.7 6380.7 1036.9 6400.2 1043.0 6503.3 1049.5 6610.8 1053,0 6678.2 GR 1053.7 6722.1 1052.0 6812.1 1053.3 6903.1 1055.9 6975.1 1058.8 7095.2 GR 1062.0 7192.4 5000.0 7193.0 I NC .03 ,03 .02 ET 7,1 7.1 4912.4 5106.1 Xl 170.0 50.0 4912,4 5106.1 85.0 45,0 90.0 .0 .0 .0 GR 5021.6 4803.9 5021. 9 4875.9 5024.6 4884." 5000.0 4911.0 1027.6 4912.4 I GR 1015.0 4963.9 1015.2 5000.0 1015.2 5053.4 1021.9 5106.1 1028.1 5125.9 GR 1023.9 5152.2 1025.2 5169.0 1025.8 5206.0 1026.3 5266.4 1026.6 5334.1 GR 1026.1 5368.9 1025.4 5500.6 1025.5 5516.3 1025.2 5656.1 1024.7 5704.9 GR 1024.1 5732.2 1023.2 5742.1 1023.1 5771.1 1024.7 5829.1 1025.6 594].0 GR 1026.6 6008.1 1021.6 6067.2 1024.8 6098.3 1025.5 6130.1 1025.8 6221.7 I GR 10]5.9 6284.2 1037.0 6305.2 1039.8 6319.1 1040.2 6367.5 1036.8 6392.9 GR 1040.3 6427.3 1038.8 6450.4 1042.5 6519.4 1041.1 6607.1 1049.8 6686.1 GR 1051.1 6174.5 1049.3 6821.5 1052.4 6911.3 1055.0 7025.9 1057.5 7075.9 GR 1054.0 7094.9 1051.5 7119.6 1056.7 7141.5 1059.7 7188.8 5000.0 7189.0 I SECNO DEPTH CWSEL CRIWS WSELK EG HV RL OLOSS L- BANK ELEV Q QLOB QO! QRCB ALeB AO! AROB VOO TWA R - BANK ELEV TIME VIoOB VOl VROB XNIo XNO! XNR WTN ELMIN SSTA I SLOPE XI.OBO XOO! XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST . PROF 1 I 0 I CCHV- .100 CEHV- .300 "SEOiO 1.000 3470 ENCROACHMENT STATIONS_ 1753.0 2464.1 TYPE- 1 TARGET_ 711.100 I 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 100000.00 ELREA- 1010.30 1.000 11.31 1010.31 .00 .00 1011.05 ,74 .00 ,00 100000.00 I 30900.0 .0 30712.5 187.5 .0 4450.8 160.9 .0 ,0 1010.30 .00 .00 6.90 1.11 .000 .030 .030 .000 999.00 1153.04 .000965 o. 0, 0, 0 0 0 .00 711.10 2464.14 I FLOW DISTRIBUTION FOR SECNO- 1.00 CWSEL_ 1010.31 STA_ 1753. 2220. 2350. 2464. PER Q. 99.4 ,3 ,3 AREA_ 4450.8 85.8 75.1 1 VEL. 6,' 1.2 1.2 DEPTH. ." .7 .7 "SECNO 2.000 I )470 ENCROACHMENT STATIONS. 1721. 4 2275.4 TYPE. 1 TARGET- 554.010 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 100000.00 EI.REA_ 100000.00 2.000 8.87 1011.61 .00 ,00 1012.59 ,92 1.49 ,05 100000.00 I 30900.0 .0 30900.0 .0 ,0 4021.1 ,0 119.1 17.5 100000,00 .0' ,00 7.68 .00 .000 .030 .000 .000 1002.80 1728.73 .001645 1100. 1200. 1300. 2 0 0 .00 536.91 2265.64 I FLOW DISTRIBUTION FOR SECNO_ 2.00 CWSEL- 1011.61 STA_ 1729. 2280. PER O. 100.0 I AREA_ 4021. 7 VEL- 7.7 IV-4 I ~ I I I I I I I I I I I I I I I I I I I DEPTII_ "SECNO 3.000 7,5 3470 ENCROACHMENT STATIONS- 1688.9 3495 OVERBANK AREA ASSUMED NON-EFFECTIV2, ELLEA. 3816.2 3.000 30900.0 ,09 .001342 9.76 .0 .00 1200. 1013 .56 30900.0 7.25 1200. FLOW DISTRIBUTION FOR SECNO_ STA.. PER Q_ AREA- VEL. DEPTH_ "SECNO 10.000 10.000 28500.0 .12 .001693 1705. 2240. 100.0 4264.9 7,2 8.0 8.32 .0 .00 1000. 1014.82 28496.7 8.63 1000. FLOW DISTRIBUTION FOR SECNO_ STA_ PER 0- AREA. VEL- DEPTH.. -SECNO 20.000 4795. 5292. 100.0 3302.4 8.' ,., 5321. ,0 5.5 " .2 3 J 0 1 HV CHANGED MORE THAN HVINS 20.000 28500.0 .14 .002930 SEOlO Q TIME SLOPE 8.88 2,8 .70 550. DEPTH QL08 VLOB ><LOBL 1015.68 28497 .2 10.36 560. CWSEL QO! VOl XLOl FLOW DISTRIBUTION FOR SECNO_ BTA_ 4780. PER Q_ AREA. VEL_ DEPTH- "SEQlO 30.000 30.000 28500.0 .1' . 003307 4811. 5286. .0 100.0 4.1 2750.5 .7 10.4 .1 5.8 9.43 .0 ,00 200. 1016.13 28489.8 10.83 180. FLOW DISTRIBUTION FOR SECNO- srA_ 4.8)1. 5296. PER 0_ 100.0 AREA_ 2630.0 VEL_ 10.8 DEPTH- 5 . 7 5328. .0 8,. 1.2 ,J .00 .0 ,00 1200. 3.00 ,00 '.J ,60 1000. 10.00 .00 .0 ,OJ 555. CRIWS ORoa VRaB XLOBR 20.00 .00 10.2 1.18 350. 30.00 WSELK ALaB XNL ITRIAL TYPE. 100000.00 ELREA- 1 TARGET_ ,00 .0 .000 2 1014. .37 4264..9 .030 o CWSEL_ .00 .0 .000 2 1015.97 3302.4. .025 o CWSEL_ .00 '.1 .030 2 1017.35 2750.5 .025 o EG AO! XNO! lac CWSBL_ .00 1017 .96 .0 2630.0 .000 .025 2 0 CWSEL- 1013 .56 1014..82 1015.68 1016.13 IV-5 .B2 ,0 .000 o 1.16 5,5 .030 o 1. 67 .1 .030 o !IV ARaB XNR lCONT 1.82 8.' .030 o 1014..00 1.78 233.2 .000 .00 1. 50 320.2 .000 .00 1.22 359.1 .000 .00 HL VOL WTN CORAR .56 370.3 .000 .00 2127.310 .01 32.2 1003.80 533.27 .10 4.4..4. 1006.50 531. 92 ,15 51.1 1006.80 507.71 OLOSS TWA ELMIN TOPWID ,os 53.3 1006.70 4.97.19 100000.00 1014..00 1704..88 2238.15 1016.20 1014.50 4.795.14. 5327.05 1015.50 101S.60 4.780.00 5287.71 L- BANK !LEV R-BANK ELEV SSTA ENDST 5017 .50 1015.60 4.831.00 5328.19 G<\ I I .SEOIO 40.000 3265 DIVIDED FLOW I 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 1023.60 ELREA. 1016.90 40.000 9.61 1017.61 ,00 .00 1019.32 1.71 l.JS .01 1022.70 26577.7 .0 26555.6 22.0 ,0 2527.7 14.1 401.5 58.3 1019.60 I .16 .00 10.51 1. 56 .000 .025 .030 .000 1008.00 4852.14 .002035 650. 525. 425. 2 0 0 .00 350.62 5260.99 I FLOW DISTRIBUTION FOR SECNO- 40.00 CWSEL_ 1017 .61 STA_ 4852. 5186. 5244. 52sa. 5261. PER Q_ 99.9 .0 .1 .0 AREA- 2527.7 3.S '.S 1.1 I VEL. 10.5 1.1 1., 1.1 DEPTH- 7,' .1 .7 " .SECNO 50.000 I 3265 DIVIDED FLOW 34 95 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA... 1025.10 ELREA. 1017.80 I 50.000 9.80 1018.90 .00 ,00 1020.43 1.53 1.09 ,02 1024.70 26577.7 .0 26444.8 132.8 ,0 2659.0 98.0 437.7 63.6 1020.40 .17 .00 9.95 1.35 .000 .025 .030 .000 1009.10 4805.98 .001647 500. 600. 400. 2 0 0 .00 492.44 5378.38 I FLOW DISTRIBUTION FOR SECNO_ 50.00 CWSEL... 1018.90 I STA. 4806. 5127. 5271. 5378. PER Qa 99.5 .2 " AREA. 2659.0 42.2 55.9 VEL.. ,., 1.4 1., DEPTH_ ,., .3 ,6 I *SEOIO 60.000 3470 ENCROACHMENT STATIONS_ 1791.5 5175.5 TYPE_ 1 TARGET_ 3384.000 I 3495 OVERBANK AREA ASSUMED NON-EFFEC"rIVE, ELLEA_ 1026.90 ELREA_ 1019.00 60.000 10.37 1019.47 .00 .00 1021. 04 1.58 .60 .01 1025.50 26577.7 ,0 26577.7 .0 .0 2636.4 .0 467.2 68.1 100000.00 .19 ,00 10.08 .00 .000 .020 .000 .000 1009.10 4876.65 I .000987 800. 475. 575. 3 0 0 ,00 288.92 5165.57 FLOW DISTRIBUTION FOR SECNO- 60.00 CWSEL_ 1019.47 1 STA- 4877. 5176. PER Q_ 100.0 AREA_ 2636.4 VEL. 10.1 I DEPTH_ '.1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L.BANK ELEV Q QLOS QCll QROB ALa. ACll ARO. VOL TWA R.BANK ELEV I TIME VLOB VCll VRO. XNL XNCll XllR WTN ELMIN SSTA SLOPE XLOBL XLCll XLOBR ITRIAL IDe ICONT COAAR TOPWID ENDST I SPECIAL BRIDGE SB XX XKOR COFQ ROLEN .He .H, BAREA SS ELCllU ELCllD ..0 1.79 2.60 .00 269.00 6.00 4082.15 1.30 101.1..00 1.011.00 I *SECNO 80.000 IV-6 I 10 I I I I I I I I I I I I I I I I I I I I CLASS A LOW FLOW 3420 BRIDGE 1'/.5._ 1019.29 BRIDGE VELOCITY- 11. 71 CALCULATED CHANNEL AREA. 2269. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD HEIRLN AREA .00 1021.49 .13 o. 26578. 4082. 4389. 1026.50 1025.00 O. 3470 ENCROAC\MENT STATIONS_ 2000.3 3150.550 5150.9 TYPE. 1 TARGET- 3495 OVERBANK AREA ASSUMED NON.EFFECTIVE. ELLEA_ 1020.20 1027.50 ELREA- BO.OOO 26577.7 .19 .001329 10.30 ,0 ,00 82, 1021.49 1.89 2409.9 .0 .020 .000 o 0 .44 472.0 .000 .00 .00 68.7 1009.30 288.25 1023.24 100000.00 4857.33 5145.58 1019.60 26577.7 11.03 82. .00 .0 .00 150. ,00 .0 .000 o FLOW DISTRIBUTION FOR SECNO- CWSEL. 1019.60 80.00 STA_ 4857. 5151. PER 0- 100.0 AREA- 2409.9 VEL.. 11.0 DEPTH.. 8 .4 "SECNO 90.000 3 3 0 1 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 4870.1 5176.4 TYPE_ 1 TARGET. 306.300 90.000 11.14 1020.94 .00 .00 1022.05 1.11 ,4' ,08 1028.40 17377.7 .0 17371 .1 ,0 ,0 2054.7 .0 496.3 71.5 100000.00 .20 .00 8.46 .00 .000 .020 .000 .000 1009.80 4882.49 .000726 '0. 475. 515. 3 0 0 .00 233 .00 5115.48 1 12JUN98 10:58:40 SECNO DEPTH CRSEL CRIWS Q QLOB QOl QROB TIME VLOB VOl VROB SLOPE XLOBL XLOl XLOB> PAGE 11 HV AROB XNR lCONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA. ENDST WSELK ALOB XNL ITRIAL EG AOl XNOl IDC FLOW DISTRIBUTION FOR SECNO_ 1020.94 90.00 CWSEL- STA- 4882. 5176. PER Q_ 100.0 AREA- 2054.7 VEL_ 8.5 DEPTII- 8.8 .SECNO 100.000 3301 IN CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS_ 4853.1 5118.1 TYPE_ 1 TARGET_ 265.000 100.000 10 .83 1021.03 ,00 .00 1022.69 1.66 .47 ,I. 1027.40 17377.7 .0 17377.7 .0 ,0 1682.5 .0 517.8 74.1 100000.00 ,22 ,00 10.33 .00 .000 .020 .000 .000 1010.20 4880.55 .001285 460. 500. 525. 2 0 0 ,00 218.43 5098.97 FLOW DISTRIBUTION FOR SECNO- 100.00 CWSEL- 1021.03 4881. 5118. 100.0 1682.5 10.3 7.7 STA- PER 0- AREA- VEL_ DEPTH- IV-7 1.\.----'"' I I . I I I I I I I I I I I I I I I I .SECNO 110.000 ])01 HV atANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 110.000 10.89 1021.79 17317.7 .0 17]77.7 .23 .00 12.00 .002084 715. 725. FLOW DISTRIBUTION FOR BECNO_ BTA.. PER Q_ AREA- VEL_ DEPTH. .SECNO 120.000 4874. 5U4. 100.0 1448.3 12.0 6.' 4874.2 .00 ,0 .00 725. 110.00 5114.4 TYPE_ 1 .00 1024.03 .0 1448.3 .000 .020 2 0 TARGET_ 2.24 ,0 .000 o 240.200 1.17 54].8 .000 .00 ,17 77.7 1010.90 213. 68 1019.80 100000.00 4874.20 5087.88 CWSEL- 1021. 79 34 70 ENCROACHMENT STATIONS- 4884.8 5147.0 TYPE. 1 TARGET. 262.200 120.000 10,38 1022.78 ,00 .00 1025.13 2.35 1.06 .03 1028.70 17]77.7 ,0 17]77.7 .0 .0 1412.4 ,0 561.9 80.2 100000.00 ,25 .00 12,30 .00 .000 .020 .000 .000 1012 .40 4919.41 .001799 550. 550. 500. 2 0 0 .00 180.83 5100.23 FLOW DISTRIBUTION FOR BECNO_ BTA. PER Q_ AREA_ VEL- DEPTH_ *SECNO 130.000 4919. 100.0 1412.4 12.3 7.8 5147. 3470 ENCROACHMENT STATIONS_ 130.000 10.89 1023.79 17377.7 .0 17377.7 .26 .00 12.01 .001799 510. 495. ~LOW DISTRIBUTION FOR SECNO_ STA_ PER 0- AREA. VEL. DEPTH_ 4905. 5123. 100.0 1446.3 12.0 7.5 120.00 4868.2 .00 .0 .00 515. 130.00 CWSEL.. 1022.78 5122.7 TYPE- 1 .00 1026.03 .0 1446.3 .000 .020 2 0 TARGET- 2.24 .0 .000 a 1031.30 100000.00 4904.62 5097.01 254.500 .8' 578.1 .000 .00 .01 82.3 1012.90 192.39 CWSEL.. 1023.79 12JUN98 10:58:40 PAGE 13 SEOlO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV C QLOS cO! OROB >.LOB AO! AROB VOL TWA R - BANK ELEV TIME VLOB VOl VEOB XNL XNO! XNR W"l'H ELMIN SSTA SLOPE XLOBL XLO! XLOBR ITRIAL Ioe ICONT CORAR TOPWID ENDST .SEOlO 140.000 3470 ENCROACHMENT STATIONS. 4850.6 5117.8 TYPE. 1 TARGET- 267.200 140.000 10.82 1024.72 ,00 .00 1026.98 2.26 ... ,01 1034.30 17377.7 .0 17377.7 ,0 ,0 1440.3 .0 595.5 84.6 100000.00 .27 .00 12.06 .00 .000 .020 .000 .000 1013.90 4901.01 .001799 475. 525. 575. 1 0 0 ,00 190.25 5091.26 FLOW DISTRIBUTION FOR SEalO- 140.00 CWSEL- 1024.72 IV-8 '\2-- I I . I I I I I I I I I I I I I . I I STA_ PER 0" AREA. VEL.. DEPTH. .SEOlO 150.QOO 4901. 5118. 100.0 1440.3 12.1 7.6 3301 HV OiANGED MORE THAN WINS 3470 ENCROACHMENT STATIONS- 4845.9 5100.7 TYPE.. 1 TARGET. 254. aoo 150.QOO 10 .2] 1024.83 ,00 ,00 1027.78 2.96 .59 .21 1031.70 17377.7 .0 17377.7 .0 .0 1259.6 .0 604.1 85.8 100000.00 .27 .00 13.80 ,00 .000 .020 .000 .000 1014.60 4901.78 .002634 225. 275. 475. 3 0 0 .00 181.33 5083.11 FLOW DISTRIBUTION FOR SECNO- srA. PER Q. AREA. VEL. DEPTH. "SECNO 160.000 150.00 CWSEL.. 1024.83 4902. 5101. 100.0 1259.6 13 .8 6.9 3301 HV CHANGED MORE THAN WINS SECNO DEPTH CWSEL CRIWS WSELK SG EV SL OLOSS I.-BANK SLEV Q QLOB QCIl QRCB ALOB ACIl ARaB VOL TWA R.BANK SLEV TIME VLOB VCIl VROB XNL XNCIl XNR WTN ELMIN SSTA SLOPE XLOBL XLCIl XLOBR ITRIAL IDC lCONT CORAR TQPWID ENDST ]]02 WARNING: CONVEYANCE CiANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .. 1.55 3470 ENCROACHMENT STATIONSm 4891.1 5097 .5 TYPE. 1 TARGET.. 206.400 160.000 11.50 1026.40 .00 .00 1027.91 1.57 ,os ,14 102s.aO 17377.7 .0 17377.7 .0 .0 1729.5 ,0 605.1 85.9 100000.00 .2a .00 10.05 .00 .000 .020 .000 .000 1014.90 4891.10 .001099 so. ]0. 60. 4 0 0 .00 206.40 5097.50 FLOW DISTRIBUTION FOR SECNO_ STA_ PER Q_ AREA. VEL- DEPTH_ "SECNO 170.000 160.00 1026.40 CWSEL- 4891. 5098. 100.0 1729.5 10.0 a.4 ]]01 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS_ 4912.4 5106.1 TYPE_ 1 TARGET- 193.700 170.000 11.12 1026.12 .00 .00 1028.26 2.1] .12 .17 1027.60 17377.7 .0 17377.7 .0 .0 1482.2 ,0 608.4 86.3 100000.00 .28 .00 11.72 .00 .000 .020 .000 .000 1015.00 4918.42 .001530 as. 9O. 45, 2 0 0 ,00 180.31 5098.74 170.00 1026.12 FLOW DISTRIBUTION FOR SECNO_ STA_ PER Q_ AREA. VEL. DEPTH- CWSEL- 4918. 5106. 100.0 1482.2 11.7 a.2 IV-9 1?;> I I I I I I I I I I I I I I I I I I I II SCHAAF & WHEELER, CONSULTING CIVIL ENGINEERS 12 RIVERSIDE COUNTY FIS, FEMAOS90 I FLDWY LIMITS ADJUSTED OUTWARD TO BANK II MURRIETA CRK-D/S, CLOMR, WEIR FLOW OVER LEFT LEVEE Jl ICHECI< INQ NINV IOlR STRT METRIC HVINS Q WBEL FQ 3 1010.31 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW OINI" ITRACE 15 ,1 15 SEOlO Q TIME SLOPE DEPTH OLoa VLOB XLOBL .PROF :2 o GlSEL QCH VCH XLCH CRIWS QRoa VROB XLOBR WSELK ALOB XNL ITRIAL CCHV- .100 CEHV- .300 .SEalO 1.000 2800 NAT Ql- 9946.53 WSELK. 1010.31 NAT 01. 11846. RATIOS LOB, CH, ROB. 34 70 ENCROACHMENT STATIONS- 1740.0 SG ACH XNCH IDC HV AROB XNR ICDNT ENe Ql_ 11562.30 .0000 .9760 ,0240 WSEL. WSEL. 3495 OVERBANK AREA ASSUMED NON.EFFECTlVE, ELLEA. 2220.0 TYPE- 1.000 30900.0 .00 .000977 11.31 .0 ,00 o. PLOW DISTRIBUTION FOR SECNO. STA. 1753 . 2220. PER O. 100.0 AREA_ 4.450.8 VEL_ 6.9 DEPTH. 9. 5 1010.31 30900.0 6.94 0, 1.00 .00 .0 ,00 o. 1010.31 ,0 .000 o , TARGET- 1012.00 ELREA. 1011.06 4450.8 .030 o .75 ,0 .000 o CWSEL. 1010.31 .SECNO 2.000 2800 NAT Ql'" 7617.64 WSELI(_ 1011.67 ENC Ql_ 9204.43 NAT Ql- 9204. RATIOS LOB, CH, ROB_ .0000 1.0000 .0000 3470 ENCROACHMENT STATIONS_ 1710.0 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 2280.0 2.000 30900.0 .04 .001634 8.89 .0 .00 1100. FLOW DISTRIBUTION FOR SECNO_ STA- 1729. 2280. PERQ- 100.0 AREA- 4031.2 VEL_ 7.7 DEPTH_ 7 . 5 1011.69 30900.0 7.67 1200. ,00 .0 ,00 1300. 1011.67 .0 .000 2 WSEL_ WSEL. TYPE_ 4 TARGET- 2.00 1014.00 ELREA_ 1012.60 4031.2 .030 o .91 ,0 .000 o CWSEL- 1011.69 "SEOiO 3.000 2800 NAT Ql- 8433.96 WSELK- 1013.56 ENC Ql. 10106.23 NAT Q1_ 10400. RATIOS LOB, CR, ROB- .0000 .9717 .0283 34 70 ENCROACHMENT STATIONS_ 1680.0 2240.0 TYPE- WSEL- WSEL- 4 TARGET- IV-IO HL VOL W'1'N CDRAR OLOSS TWA ELMIN TOPWIO 1011.31 RATIO_ 1011.31 1010.30 ,00 .0 .000 .00 1012.67 1012.67 1013.00 1.49 116.8 .000 .00 1014 .56 1014 .56 .024 .00 ,0 999.00 467.00 RATIO_ .000 .os 13.8 1002.80 537.25 RATIO_ .028 L-BANK ELEV R - BANK ELEV BSTA ENDSI -.1624 1012.00 1010.30 1753.00 2220.00 -.2083 1014.00 1013 .00 1728.59 2265.84 -.1983 4,,\ I I I I I I I I I I I I I I I I I I I I 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 1015.50 ELREA- 1014.00 3.000 9.77 1013 .51 .00 1013.56 1014.38 .81 1.77 .01 1015.50 30900.0 .0 30900.0 ,0 .0 4268.3 ,0 231.1 28.6 1014.00 .0' .00 7.24 .00 .000 .030 .000 .000 1003.S0 1704.80 .001339 1200. 1200. 1200. 2 0 0 ,00 533 .38 2238.17 FLOW DISTRIBUTION FOR SECNO_ 3.00 CWSEL- 1013.57 STA- 1705. 2240. PER Q.. 100.0 AREA- 4268.3 VEL. 7.2 DEPTH.. a . 0 *SECNO 10.000 2800 NAT Qt- 6925.52 WSELK- 1014.82 ENe Ql. 8710.52 NAT Q1_ 8743. RATIOS LOB, CR. ROB_ .0000 .9953 .0037 3470 ENCROACHMENT STATIONS- 10.000 a .)2 1014.82 28500.0 .0 28500.0 .12 .00 8.63 .001593 1000. 1000. FLOW DISTRIBUTION FOR SECNO- 4795. 5292. 100.0 3304.1 ,., ,.. STA.. PER Q- AREA_ VEL- DEPTH- "SECNO 20.000 2800 NAT Q1_ NAT 01_ 6889. 4790.1 .00 .0 .00 1000. 10.00 WSEL. WSEL- 5292.3 TYPE- 4 1014.82 1015.98 .0 3304.1 .000 .025 2 0 TARGET_ 1.16 .0 .000 o CWSEL- 1014.82 5265.11 WSELK_ 1015.68 RATIOS LOB. CH. ROB_ WSEL- WSEL_ 3] 0 1 HV CHANGED MORE THAN liVINS ENe Qh 6865.11 .0026 .9966 .0007 1015.82 RATIO- 1015.82 .004 1.49 318.1 .000 .00 1016.68 1016.6a ,10 40.4 1006.50 491.11 RATIO- . .2577 1016.20 1014.50 4795.13 5292.30 ~.3040 3470 ENCROACHMENT STATIONS- 4810.5 528S.6 TYPE_ . TARGET.. .003 20.000 8.89 1015.69 ,00 1015.68 1017.3S 1. 61 1.22 ,15 1015.50 28500.0 .0 28500.0 .0 ,0 2752.1 .0 357.0 46.7 1015.60 .1' .00 10.36 .00 .000 .025 .000 .000 1006.80 4810.50 .002927 550. 560. SSS. 2 0 0 .00 475.10 S28S.60 FLOW DISTRIBUTION FOR SECNO_ 4811. 5286. 100.0 2752.1 10.4 5.' STA- PER O. AREA_ VEL_ DEPTH_ 20.00 CWSEL_ 101S.69 "SECNO 30.000 2800 NAT Ql.. 4955.98 WSELK- 1016.13 ENe Q1_ 6488.20 NAT Ql- 6518. RATIOS LOB, CH, ROB. .0000 .9955 .0045 STATIONS_ .44 1016.14 .0 28500.0 .00 10.83 200. 180. 3470 ENCROAOiMENT 30.000 9 28500.0 ,14 .003311 FLOW DISTRIBUTION FOR SECNO- 1 12JW98 10l58:40 SECNO DEPTH OWSEL 4662.9 .00 .0 .00 350. 30.00 CRIWS WSEL- WSEL_ 5296.0 TYPE_ 4 1016.13 "1017.96 .0 2631.0 .000 .025 2 0 TARGET_ 1. 82 ,0 .000 o CWSEL- 1016.14 WSELK EG HV IV-11 1017.13 RATIO_ 1011 .13 .005 .5' 368.1 .000 .00 HL ,os 48.6 1006.70 465.00 OLOSS 4.3092 5017.50 1015.60 4831.00 5296.00 PAGE ,. L. BANK ELEV "1"6" I I I I I I I I I I I I I I I I I I I o TIME SLOPE OLOB VLOB XLOBL srA. 4831.5296. PEg 0- 100.0 AREA- 2631.0 VEL- 10.8 DEPTH- 5 . 7 OCH VCH XLCH OROB VROB XLOBR ALOB XNL ITRIAL ACH XNCH IDC AROB XNR ICONT *SEOlO 40.000 2800 NAT Ql- 5891.42 WSELK- 1017.61 ENe Q1_ 7085.39 NAT Qt_ 7114. RATIOS LOB, CH, ROS_ .0000 .9960 .0040 3470 ENCROACHMENT STATIONS_ 4833 .3 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 5186.3 TYPE. 40.000 26577.7 .16 .002038 9.61 .0 ,00 650. 1017 . 61 26577.7 10.5l 525. FLOW DISTRIBUTION FOR SECNO_ Sf A_ PER Q- AREA- VEL. DEPTH. 4852. 5186. 100.0 2527.9 10.5 7.8 40.00 ,00 .0 ,00 425. 1017.61 .0 .000 2 1023.60 ELREA. 1019.32 2527.9 .025 o CWSEL- 1017.61 WSEL- WSEL- 4 TARGET. 1. 72 .0 .000 o .SEOIO 50.000 2800 NAT Q1- 6549.23 WSELK. 1018.90 ENe Ql_ 7751.03 NAT Ql_ 7951. RATIOS LOB, CR, ROB. .0000 .9748 .0252 ]470 ENCROAC\MENT STATIONS.. 4789.1 3495 OVERBANK AREA ASSUMED NON.EFFECTlVE. ELLEA- 5121.1 TYPE_ 50.000 26571.7 ,17 .001673 SEOIO o TIME SLOPE 9.79 ,0 ,00 500. DEPTH QLOB VL08 XLOBL 1018.89 26571.7 10.01 600. CWSEL QCH VCH XLCH FLOW DISTRIBUTION FOR SECNO_ STA_ PER Q_ AREA. VEL- DEPTH_ .SECNO 60.000 4806. 5121. 100.0 2653.8 10.0 8.' 34 70 ENCROACHMENT STATIONS. CRIWS OROB VROB XLOB' 50.00 4865.5 ,00 .0 ,00 400. 1018.90 ,0 .000 J WSELK ALOB XNL ITRIAL 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA_ 5175.5 TYPE_ 60.000 26571.7 .18 .000984 10.37 .0 ,00 800. 1019.47 26571.7 10.07 475. STA_ FLOW DISTRIBUTION FOR SECNO_ 5176. 4877 . 60.00 ,00 .0 .00 575. 1019.47 .0 .000 2 1025.10 ELREA- 1020.45 2653.8 .025 o EG ACH XNCH IDC CWSEL- 1018.89 1026.90 ELREA- 1021.05 2638.9 .020 o CWSEL- 1019.47 WSEL_ WSEL- 4 TARGET. 1.56 .0 .000 o HV AROB XNR ICON"! 1 TARGET_ 1.58 ,0 .000 o IV-12 VOL W'l'N CORAR 1018.51 1018.61 1016.90 1.36 399.2 .000 .00 1019.90 1019.90 1017.80 1.11 4)4 .9 .000 ,00 HL VOL W'l'N CORAR 1019.00 .60 463.7 .000 ,00 TWA ELlnN TOPWID RATIO_ .004 .01 53.4 1008.00 324.14 RATIO. .025 .02 57.8 1009.10 314.92 OLOSS TWA ELMIN TOPWID 310.000 .01 61.0 1009.10 288.95 R~8ANK ELEV SSTA E2lDST -.2027 1022.70 1019.60 4852.14 5176.28 . .1835 1024.70 1020.40 4806.03 5120.95 L-BANK ELSV' R - BANK ELEV SSTA E2lDST 100000.00 100000.00 4876.64 5165.58 '1<;':' I I I I I I I I I I I I I I I I I I I PER 0- AREA_ VEL_ DEPTH. 100.0 2638.9 10.1 ',I SPECIAL BRroGE S8 XK ,'0 XKOR 1. 79 COFO 2.60 "SEOlO ao.ooo J 3 0 1 MY CHANGED MORE THAN HYINS CLASS A LOW FLOW RDLEN .00 BHC 269.00 BHP 6.00 BAREA 4082.15 12JtJN98 10:58:40 1019.30 BRIDGE VELOCITY_ 11.70 CALCULATED OlANNEL AREA- 3420 BRIDGE if S.- I SEOlO o TIME SLOPE DEPTH OLOB VLOB XLOBL CWSEL OCH VCH XLCH EGPRS EGLWC .3 .00 1022.04 CRIWS QROB VROB XLOBR QWEIR ,13 WSELK ALOB XNL ITRIAL EO ACH XNCH IDC HV AROB XNR ICONT SS 1.30 ELCHU 1011.00 ELCHD 1011. 00 2272 . PAGE 21 QLOW BAREA TRAPEZOID AREA 4082. 4389. HL VOL HTN CORAR OLOSS TWA ELMIN TOPWID L- BANK ELEV R-BANK SLEV SSTA ENDST WEIRLN o. 3470 ENCROAO!MENT STATIONS_ 4849.1 5105.9 TYPE_ I TARGET- 256.700 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 1021.50 ELREA. 1020.20 80.000 10.31 1019.61 .00 lOl!L60 1022.04 2.4.4 ,,. .00 1023.24 26577.7 .0 26577.7 ,0 .0 2121.2 ,0 468.2 61.6 100000.00 .19 .00 12.53 .00 .000 .020 .000 .000 1009.30 4857.31 .001719 82, 82, 150. 0 0 0 ,00 248.54 5105.85 FLOW DISTRIBUTION FOR SECNO. STA_ 4857. 5151. PER Q.. 100.0 AREA. 2121.2 VEL. 12.5 DEPTH_ 8 . 5 .SECNO 90.000 3301 HV CHANGED MORE THAN HVINS 80.00 0, 26518. ELLC ELTRD 3470 ENCROACHMENT STATIONS_ 4880.0 5090.0 TYPE- I TARGET_ 210.000 90.000 11.83 1021.63 .00 1020.94 1022.69 1. 06 .50 .14 100000.00 17377.7 .0 11317.1 ,0 ,0 2107.1 .0 491.3 64.0 100000.00 .20 .00 8.25 .00 .000 .020 .000 .000 1009.80 4881.34 .000603 90 . 475. 515. 3 0 0 ,00 208.66 5090.00 FLOW DISTRIBUTION FOR SECNO. 4881. 5176. 100.0 2107.1 8.2 10.1 STA. PER Q_ AREA- VEL- DEPTH_ .SECNO 100.000 90.00 3470 ENCROACHMENT STATIONS- 4853.1 100.QOO 11.59 1021.79 .00 CWSEL. 1019.61 CWSEL. 1021.63 5118.1 TYPE. 1 TARGET- 1021.03 1023.16 1.37 IV-13 1026.50 1025.00 265.000 .38 ,09 1027.40 11 I I I I I I I I I I I I I I I I I I I 17317.7 ," , .000974 .0 .00 460. 17371.7 9,39 500. FLOW DISTRIBUTION FOR SECNO_ STA_ PER Q- AREA- VEL.. DEPTH.. "SECNO 110.000 4877. 5118. 100.0 1850.2 ,.. 8.' 100.00 3301 HV CHANGED MORE THAN liVINS ,0 ,00 525. 1850.2 .020 o .0 .000 o 514.0 .000 ,00 66.5 1010.20 224.93 100000.00 4877 .29 5102.21 3470 ENCROACHMENT STATIONS. 4874.2 5114.4 TYPE- 1 TARGET. 240.200 110.000 11.40 1022.30 .00 1021.79 1024.24 1.93 .91 .17 1019.80 17377.7 .0 17377.7 ,0 .0 1557.3 .0 542.4 70.2 100000.00 .24 .00 11.16 .00 .000 .020 .000 .000 1010.90 4874.20 .001568 715. 725. 725. , 0 0 ,00 216.32 5090.52 FLOW DISTRIBUTION FOR SECNO. STA_ PER O. AREA- 'JEL_ 17377. .- .25 .001655 SErna Q TIME SLOPE 4874. 5114. 100.0 1557.3 11.2 7.' " 110.00 .0 .QOO , CWSEL- 1021. 79 -; STATIONS.. 4884.8 5147.0 TYPE.. 1 TARGET.. 262.200 " 1023.02 ,00 1022.78 1025.23 2.22 .91 ,09 1028.70 .0 17377.7 .0 ,0 1453.9 .0 561.4 72.7 100000,00 .00 11. 95 .00 .000 .020 .000 .000 1012.40 4918.62 550. 550. 500. 0 0 0 .00 182.63 5101.25 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH FLOW DISTRIBUTION FOR SECNO_ STA_ PER 0- AREA- VEL_ DEPTH_ *SE~O 130.000 4919. 5147. 100.0 1453.9 12.0 8.0 3470 ENCROACHMEN'I' 130.000 11 17377.7 .26 .001728 STATIONS- .00 1023.90 .0 17377.7 .00 11.84 510. 495. FLOW DISTRIBUTION FOR SECNO- STA_ PER 0- AREA. VEL_ DEPTH- .SECNO 140.000 4904. 5123. 100.0 1467.3 11.8 7.6 CRIWS QROB VROB XLOBR 120.00 4868.2 .00 .0 .00 515. 130.00 CWSEL- 1022.30 WSELK EG HV HL OLOSS L- BANK ELEV ALOB ACH AROB VOL TWA R. BANK ELEV XNL XNCH XNR 'TN ELMIN SSTA ITRIAL IDC lCONT CORAR TOPWID ENDST CWSEL_ 1023.02 5122.7 TYPE- 1 1023.79 1026.08 .0 1467.3 .000 .020 , 0 TARGET_ 2.18 .0 .000 o CWSEL- 1023.90 3470 ENCROACHMENT STATIONS. 4850.6 5117.8 TYPE_ 1 TARGET- 140.000 10.88 1024.78 .00 1024.72 1027.01 2.23 IV-14 254.500 ,8' 578.0 .000 ,00 ,00 74.9 1012.90 193.44 267.200 .92 1031.30 100000.00 4904.09 5097 .53 ,01 1034.30 ~ I I 17377.7 .0 17377.7 .0 .0 1451.5 ,0 595.6 77 .2 100000.00 .27 ,00 11.97 .00 .000 .020 .000 .000 1013.90 4900.67 .001761 475. 525. 575. 0 0 0 ,00 190.86 5091.53 I FLOW DISTRIBUTION FOR SEeNO_ 140.00 CWSEL. 1024.78 BTA- 4901. 5118. I PER a. 100.0 AREA- 1451. 5 VEL_ 12.0 DEPTH_ 7.' I 1 12Jtm98 10,58:40 PAGE " SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L- BANK ELEV I Q QLOB QCll ORCB ALOB ACll AROB VOL TWA R-BANK ELEV TIME VLOB VCll VROB XNL XNCll XNR W'l"N ELMIN aSTA SLOPE XLOBL XLCll XLCBR ITRIAL IDC ICONT CORM TOPWID ENDST I "SEOlO 150.000 3301 HV CHANGED MORE THAN HYINS I 34 70 ENCROACHMEN'l' STATIONS.. 4845.9 5100.7 TYPE. 1 TARGET- 254.800 150.000 10.28 1024.88 .00 1024.83 1027.79 2.91 .58 .20 1031.70 17377.7 .0 17377.7 .0 ,0 1269.8 .0 604.1 78.4 100000.00 ,2. .00 13 .69 ,00 .000 .020 .000 .QOO 1014.60 4901.42 I .002576 225. 275. 475. 3 0 0 .00 181.93 5083.35 FLOW DISTRIBUTION FOR SECNC. 150.00 CWSEL_ 1024.88 I BrA_ 4901. 5101. PER Q. 100 .0 AREA. 1269.8 VEL.. 13.7 DEPTH_ 7,0 I .SEOfO 160.000 ]]01 HV CHANGED MORE THAN HVINS I ]]02 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.53 34 70 ENCROACHMENT STATIONS_ 4891.1 5091.5 TYPB- 1 TARGET_ 206.400 I 160.000 11.51 1026.41 .00 1026.40 1021.91 1. 56 .05 ,1) 1025.80 17]77.7 .0 17377.7 ,0 .0 1731.1 .0 605.2 78.5 100000.00 .28 .00 10.04 .00 .000 .020 .000 .000 1014.90 4891.10 .001096 SO. 30, 60. . 0 0 ,00 206.40 5097.50 I FLOW DISTRIBUTION FOR SBOfO_ 160.00 CWSEL_ 1026.41 STA- 4891. 5098. I PER 0- 100.0 AREA. 1731.1 VEL- 10.0 DEPTH- ..4 I 1 12JUN98 10:58:40 PAGE 25 SBCNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV I Q OLOB QCll QROB ALOB ACll AROB VOL TWA R-BANK ELEV TIME VLOB VCll VROB XNL XNCll XNR W'l"N ELMIN SSTA SLOPE XLoaL XLCll XLOBR ITRIAL IDC ICONT CORM TOPWID ENDST I .SECNO 170.000 IV-I5 I 1,\ I I I I I I I I I I I I I I I I I I I J 301 HV CHANGED MORE THAN HYINS 3470 ENCROACHMENT STATIONS- 4912.4 5106.1 TYPE- 1 TARGET. 193.700 170.000 11.13 1026.13 ,00 1026.12 1028.26 2.13 .12 .17 1027.60 11377.7 ,0 17377.7 .0 .0 1483.5 .0 608.5 18.9 100000.00 .2' .00 11.71 .00 .000 .020 .000 .000 1015.00 4918.39 .001526 '5. 90. 45. 2 0 0 .00 180.37 . 5098.77 FLOW DISTRIBUTION FOR SECNO_ 170.00 CWSEL. 1026.13 STA. PER Q_ ..."". VEL- DEPTH_ 4918. 5106. 100.0 1483.5 11.7 '.2 ..................................... HEC.2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ..................................... NOTE- ASTERISK (-) AT LEFT OF CROSS.SEC'rrON NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST MURRIETA CRK-D/S, CLOMR SUMMARY PRINTOUT BECNO Q ew'EL TOPWID SSTA ENDST EG 1.000 30900 .00 1010.31 711.10 1753.04 2464.14 1011.05 1.000 30900 .00 1010.31 467.00 1753.00 2220.00 1011.06 :2 .000 30900.00 1011.67 536.91 1728.73 2265.64 1012.59 2.000 30900.00 1011.69 537.25 1728.59 2265.84 1012.60 3.000 30900.00 1013 .56 533.27 1704.88 2238.15 1014.37 3.000 30900.00 1013.57 533.38 1704.80 2238.17 1014.38 10.000 28500.00 1014 .82 531.92 4795.14 5327.05 1015.97 10.000 28500.00 1014.82 497.17 4795.13 5292.30 1015.98 20.000 28500.00 1015.68 507.71 4780.00 5287.71 1017.35 20.000 28500.00 1015.69 475.10 4810.50 5285.60 1017.35 30.000 28500 .00 1016.13 497.19 4831.00 5328.19 1017.96 30.000 28500 .00 1016.14 465.00 4831. 00 5296.00 1017.96 40.000 26577.66 1017.61 350,62 4852.14 5260.99 1019.32 40.000 26577.66 1017.61 324.14 4852.14 5176.28 1019.32 50.000 26577.66 1018.90 492.44 4805.98 5378.38 1020.43 50.000 26577.66 1018.89 314.92 4806.03 5120.95 1020.45 60.000 26577 .66 1019.47 288.92 4876.65 5165.57 1021.04 60.000 26577 .66 1019.47 288.95 4876.64 5165.58 1021.05 80.000 26577.66 1019.60 288.25 4857.33 5145.58 1021. 49 80.000 26577.66 1019.61 248.54 4857.31 5105.85 1022.04 90.000 17377.66 1020.94 233.00 4882.49 5115.48 1022.05 90.000 17377.66 1021.63 208.66 4881. 34 5090.00 1022.69 100.000 17377 .66 1021.03 218.43 4880.55 5098.97 1022.69 100.000 17377 .66 1021.79 224.93 4877 .29 5102.21 1023.16 110.000 17377.66 1021.79 213.68 4874.20 5087.88 1024.03 110.000 17377.66 1022.30 216.32 4874.20 5090.52 1024.24 120.000 17377.66 1022.78 180.83 4919.41 5100.23 1025.13 IV-16 go I I I I I I I I I I I I I I I I I I I 120.000 130.000 130.000 140.000 140.000 150.000 150.000 160.000 160.000 170.000 170.000 17377.66 17377.66 17377.65 11377 .66 17377.66 17377.56 17377.66 17377 .66 17377 .66 17377 .66 17]77.66 MURRIETA CRK-O/S. CLQMR SUMMARY PRINTOUT TABLE 150 SECNO l.000 1.000 2.000 2.000 3.000 3.000 10.QOO 10.000 20.000 20.000 30.000 30.000 40.000 40.QOO SO.QOO 50.000 60.QOO 60.000 80.000 80.QOO 90.000 90.000 100.000 100.000 110.000 110.QOO 120.000 120.000 130.000 130.QOO 140.000 140.000 150.000 150.000 160.000 XLO! .00 .00 1200.00 1200.00 1200.00 1200.00 1000.00 1000.00 560.00 560.00 180.00 180.00 525.00 525.00 600.00 600.00 475.00 475.00 82.00 82.00 475.00 475.00 500.00 500.00 725.00 725.00 550.00 550.00 495.00 495.00 525.00 525.00 275.00 275.00 30.00 ELTRD .00 ,00 .00 ,00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 ,00 ,00 ,00 1025.00 1025.00 ,00 ,00 .00 ,00 .00 .00 .00 .00 ,00 .00 .00 ,00 ,00 .00 ,00 1023.02 1023.79 1023.90 1024.72 1024.78 1024.83 1024.88 1026.40 1026.41 1026.12 1026.13 ELLC 1026.50 1026.50 182.63 192.39 193.44. 190.25 190.86 181.33 181.93 206.40 206.40 180.31 IBO.37 ELMIN .00 .00 999.00 999.00 .00 ,00 1002.80 1002.80 ,00 ,00 1003.80 1003.80 .00 .00 1006.50 1006.50 .00 .00 1006.80 1006.80 .00 ,00 1006.70 1006.70 .00 ,00 1008.00 1008.00 .00 .00 1009.10 1009.10 .00 .00 1009.10 1009.10 1009.30 1009.30 .00 .00 1009.80 1009.80 .00 ,00 1010.20 1010.20 .00 .00 1010.90 1010.90 ,00 ,00 1012.40 1012.40 ,00 .00 1012.90 1012.90 .00 .00 1013.90 1013 .90 .00 .00 1014.60 1014.60 ,00 1014.90 4918.62 4904.62 4904.09 4901.01 4900.67 4901. 78 4901.42 4891.10 4891.10 4918.42 4918.39 30900.00 30900.00 30900.00 30900.00 30900.00 30900.00 28500.00 28500.00 28500.00 28500.00 28500.00 28500.00 26577.66 26577.66 26577.66 26577.66 26577.66 26577.66 26577.66 26577.66 17377.66 17377.66 17377.66 17377.66 17377.66 17377.66 17377.66 17377.66 17377.66 17377 .66 17377.66 17377.66 17377.66 17377.66 17377.66 5101.25 5097.01 5097 .53 5091.26 5091.53 5083.11 5083.35 5097 .50 5097 .50 5098.74 5098.77 Q CWSEL 1010.31 1010.31 1011.67 1011.69 1013 .56 1013.57 1014.82 1014 .82 1015.68 1015.69 1016.13 1016.14 1017.61 1017.61 1018.90 1018.89 1019.47 1019.47 1019.60 1019.61 1020.94 1021.63 1021.03 1021.79 1021.79 1022.30 1022.78 1023.02 1023.79 1023.90 1024.72 1024.78 1024.83 1024.88 1026.40 IV-17 1025.23 1026.03 1026.08 1026.98 1027.01 1027.78 1027.79 1027.97 1027.97 1028.26 1028.26 CRIWS EG .00 .00 1011 .05 1011.06 .00 .00 1012.59 1012.60 .00 ,00 1014.37 1014.38 .00 .00 1015.97 1015.98 .00 .00 1017.35 1017.35 ,00 ,00 1017.96 1017.96 ,00 ,00 1019.32 1019.32 .00 .00 1020.43 1020.45 .00 .00 1021.04 1021.05 ,00 .00 1021.49 1022.04 .00 ,00 1022.05 1022.69 .00 .00 1022.69 1023 .16 .00 .00 1024.03 1024.24 .00 .00 1025.13 1025.23 ,00 .00 1026.03 1026.08 ,00 .00 1026.98 1027.01 .00 .00 1027.78 1027.79 ,00 1027.97 10"'KS 9.65 9.77 16.45 16.34 13.42 13.39 16.93 16.93 29.30 29.27 33.07 33.11 20.35 20.38 16.47 16.73 9.87 9.84 13.29 17.19 7.26 6.03 12.85 9.74 20.84 16.68 17.99 16.55 17.99 17.28 17.99 17.61 26.34 25.76 10.99 VO! 10.36 10.36 10.83 10.83 10.51 10.51 9.95 10.01 10.08 10.07 11.03 12.53 10.33 9.39 12.00 11.16 12.30 11.95 12.01 11.84 12.06 11.97 13 .80 13.69 10.0S AREA 6.90 6.94 4611.66 4450.78 7.68 7.67 4021. 69 4031.16 7.25 7.24 4264.91 4268.33 8.63 8.63 3307.88 3304.05 2754.66 2752.08 2638.64 2630.96 2541.84 2527.87 2757.01 2653.81 2636.44 2638.87 2409.86 2121.16 8.46 8.25 .01K 9946.53 9885.56 7617.64 7644.41 8433.96 8444.06 6925.52 6927.47 5265.17 5267.62 4955.98 4953.33 5891.42 5887.09 6549.23 6497.09 8460.04 8472 .42 7291.30 6410.79 2054.69 6448.22 2107.14 1073.87 1682.S3 1850.23 1448.28 1557.35 1412.31 1453.87 1446.35 1467.32 1440.35 1451.54 1259.62 1269.80 1729.53 4848.14 5568.03 3806.a8 4255.15 4097.25 4210.98 4096.67 4180.88 4097.06 4141.32 3385.68 H23.18 5242.30 ~\ I I 160.000 30.00 ,00 ,00 1014.90 17377.66 1026.41 ,00 1027.97 10.96 10.04 1731.12 5250.06 170.000 90.00 .00 ,00 1015.00 17377.66 1026.12 ,00 102S.26 15.30 11.72 1482.13 4-442 .50 170.000 90.00 ,00 ,00 1015.00 173'77.66 1026.13 ,00 1028.26 15.26 11.71 1483.46 4.447. 91 I MURRIETA CRK-O/S. CLOMR SUMMARY PR INTOUT TABLE 150 I SECNO Q CWSEL DIFWSP OIFWSX DIFKWS TOPWID XLell I 1. 000 30900.00 1010.31 .00 ,00 ,00 711.10 .00 1.000 30900.00 1010.31 ,00 .00 .00 467.00 ,00 2.000 30900.00 lOll.67 .00 1. 36 ,00 536.91 1200.00 2.000 30900.00 1011.69 ,02 1.38 ,02 537.25 1200.00 I 3.000 30900.00 1013.56 .00 1.89 .00 533 .27 1200.00 3.000 30900.00 1013.57 .01 1.88 ,01 533.38 1200.00 10.QOO 28500.00 1014.82 .00 1.26 .00 531.92 1000.00 I 10.000 28500.00 1014.82 .00 1.25 .00 497.17 1000.00 20.000 28500.00 1015.68 .00 ,'7 .00 507.71 560.00 20.000 28S00.00 1015.69 .00 ,'7 ,00 475.10 560.00 I 30.QOO 28500.00 1016.13 .00 .45 .00 497.19 180.00 30.000 28500.00 1016.14 .00 .45 ,00 465.00 180.00 40.000 26577.66 1017 .61 .00 1.47 .00 350.62 525.00 40.000 26577 .66 1017.61 .00 1.47 ,00 324.14 525.00 I 50.000 26577 .66 1018.90 .00 1.30 .00 492.44 600.00 50.000 26577.66 1018.89 ..02 1.28 -.02 314.92 600.00 I 60.000 26577 .66 1019.47 ,00 ,5< ,00 288.92 475.00 60.000 26577.66 1019.47 .01 .59 .01 288.95 475.00 SO .000 26577 .66 1019.60 .00 .13 ,00 288.25 82.00 SO .000 26577.66 1019.61 .01 .13 .01 248.54 82.00 I 90.000 17377 .<< 1020.94 .00 1.34 .00 233 .00 475.00 90.000 17377 .<6 1021.63 ,6' 2.02 .6' 208.66 475.00 100.000 17377.66 1021.03 .00 .0' .00 218.43 500.00 I 100.000 17377.66 1021. 79 ,76 ,16 .76 224.93 500.00 110.000 17)77 .66 1021. 79 ,00 .76 .00 213.68 725.00 110.000 17377 .66 1022.30 .51 .51 ,51 216.32 72S.00 I 120.000 17377 .66 1022.78 ,00 ." .00 180.83 550.00 120.000 17377 .66 1023.02 .24 ' 71 ,24 182.63 550.00 130.000 17377.66 1023.19 .00 1.01 .00 192.39 495.00 I 130.000 17377.66 1023.90 ,11 .as .11 193.44 495.00 140.000 17377.66 1024.72 ,00 .93 .00 190.25 525.00 140.000 17377.66 1024.78 .06 ,as ,06 190.86 525.00 I 150.000 17377 .66 1024.93 .00 ,11 ,00 181.33 275.00 150.000 17377 .66 1024.88 ,06 .10 .06 181.93 275.00 160.000 17377 .66 1026.40 ,00 1.sa .00 206.40 30.00 160.000 17)77 .66 1026.41 .01 1.53 ,01 206.40 30.00 I 170.000 17377 .66 1026.12 .00 -.28 .00 180.31 90.00 170.000 17377.66 1026.13 ,01 ..28 .01 180.37 90.00 I sUMMARY OF ERRORS AND SPECIAL NOTES WARNING SEefO. 160.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I WARNING SEQ{O- 160.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IV-18 I rez.- I I I I I I I I I I I I I I I I I I I FLQODWAY DATA, MURRIETA CRX.O!S, CLOMR PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOOOWAY 1.000 467. 4451. .,' 1010.3 1010.3 .. 2.000 537. 4031. 7,7 1011.7 1011.7 .. 3.000 533. 4268. 7,2 1013.6 1013.6 .. 10.000 491. 3304. B.' 1014.a 1014.8 .. 20.000 415. 2752. 10.4 1015.7 1015.7 .0 30.000 465. 2631. 10.8 1016.1 1016.1 .. 40.000 ]24. 2528. 10.5 1017.6 1017.6 .. 50.000 315. 2654. 10.0 1018.9 1018.9 ,. 60.000 289. 2639. 10.1 1019.5 1019.5 ,. 80.000 249. 2121. 12.5 1019.6 1019.6 .. 90.000 209. 2107. '.2 1021.6 1020.9 .7 100.000 225. 1850. ". 1021.a 1021.0 .B 110.QOO 216. 1557. 11.2 1022.3 1021.8 .5 120.000 183. 1454. 12.0 1023.0 1022.8 .2 130.000 193. 1467. 11.8 1023.9 1023.8 ,1 140.000 191- 1452. 12.0 1024.8 1024.7 ,1 150.000 182. 1270. 13.7 1024.9 1024.8 .1 160.000 206. 1731- 10.0 1026.4 1026.4 .. 170.000 180. 148). 11.7 1026.1 1026.1 .. IV-19 ~?/ I I I I I I I I I I I I I I I I I I I SECTION V MURRIETA CREEK WATER-SURFACE AND CHANNEL-BED PROFILES FOR EXISTING CONDITIONS <2A .... o c.; o ::I;l go ..... t'D '"f I [J) ~ '"f ..... go ('l ~ t'D c::: go "'I ~ "'I "" .... (1) C"l.... I:>"Il> go ~ n ~ "'I t'D (1) -(1) ~~ t'D "" "d '"f o ~ - t'D '" t<J - t'D :< ..... t'D t'D ..... .... .... 0 0 N N 0 t1I - T - t f ~ C"l ;:Ii1 ;:Ii1 I:>" go 00 00 ~ ~ I I t'D - 'ozJ 'ozJ C" - - t'D 0 0 "" 0 0 "" "" :Ii '0 go - go '<l ....' ~ .... o .... t1I .... o .... o .... o o t1I .... o o o 5<5 co co t1I o .... o N o c.; o ~ o t1I o C"l I:>" go ~ l:l t'D - '" ..... go tt o ~ .... o o ..... t'D t'D ..... 0> o -J o t<J 10< ..... '" ..... ..... ~ illl ('l o ~ "" ....' ..... ....' o ~ '" POO?! .J3Jsal{:lU!M - J33.IJS tCu3l{:J - ex> o co o .... o o II II I I I I I I I I I I I I I I I I I SECTION VI MURRIETA CREEK WATER-SURFACE AND CHANNEL-BED PROFILES FOR PROPOSED CONDITIONS ~~ .... o t.:> o tzJ ...... Cl> ;<i ...., Cl> Cl> ..... ::1:1 ~ ..... Cl> '1 I Ul ~ '1 ...., ~ '" is::: Cl> t:: ~ "'l t:l "'l ~ .... (I) (").... t:rPl ~ t:l n t:l "'l Cl> (I) ......(1) ~'" Cl> ~ '1:l '1 o ...., ~, ...... Cl> <to .... .... 0 0 !\j !\j 0 en - T - t t ~ (") ~ ~ t:r ~ Ul Ul I:l t:l I I Cl> ...... "'l "'l 0- ...... ...... Cl> 0 0 ~ 0 0 ~ ~ ~ 'd ~ ...... ~ '<l ~. t:l .... o .... en .... o .... o .... o o en .... o o o 10 10 en o l.~ .... o PDO?! .lalsaf{:Ju!A1 _ !\j o t.:> o (") t:l' ~ I:l tI>- t:l 0 Cl> ...... <to ..... ~ ..... en o' 0 t:l .... o o c; ...., 0 Cl> Cl> ..... -J o '1:l '1 o 'd o <to Cl> ~ '" o I:l ~ ~, c: o t:l <to laa.lJS tCuaf{:) 0> o .... o o 10 o / r- I " Federal Emergency Management Agency Washington, D.C. 20472 CERTIFIED MAIL RETURN RECEIPT REQUESTED IN REPLY REFER TO: Case No,: 98-09-850R RECE~VED FEB 1 1999 JAN 26 1999 The Honorable Ron Roberts Mayor. City of Temecula P.O, Box 9033 Temecula, California 92589-9033 CITY OF TEMECULA ENGINEERiNG DEPARTMENT Community: City of Temecula, California - Community No,: 060742 104 Dear Mayor Roberts: I I This responds to a request that the Federal Emergency Management Agency (FEMA) comment on the effects that a proposed project would have on the effective Flood Insurance Rate Map (FIRM) and Flood Insurance Study (FlS) repon for your community in accordance with Pan 65 of the National Flood Insurance Program (NFIP) regulations, In a letter dated July 30, 1998, Mr, Ronald J, Parks. Deputy Director, Department of Public Works, City of Temecula. requested that FEMA evaluate the effects that placement of fill along the southwest bank of Murrieta Creek between Cherry Street and Winchester Road and revised hydraulic data would have on the flood hazard information shown on the effective FIRM and FIS repon, All data required to complete our review of this request for a Conditional Letter of Map Revision (CLOMR) were submitted with letters from Howard H, Chang, Ph.D" P,E., Howard H, Chang Consultants, and Mr. Parks, Because the proposed project will also affect the City of Murrieta. a separate CLOMR for that community was issued on the same date as this CLOMR, We have completed our review of the submitted data and the flood data used to prepare the effective FIRM for your community. We believe that, if the proposed project is constructed as shown on the plans entitled "Rough Grading Parcel Map 24085 PA 96-0140," Sheets I through 4, dated August 23, 1996; "SWPP and Erosion Control Plan West Side City II, LLC. Parcel Map 28657 PA97-0327," dated May 28. 1998; "Precise Grading Plan Parcell of PM 24085-1 PA 96-0190; Zevo Golf," dated October 8,1996; "Parcel Map 24085-1 Street Improvement Plans Diaz Road - 113+93,19 TO 118+94.45," dated November 5, 1996; "Parcel Map 28657 Street Improvement Plans Diaz Road - 122+41.84 TO 133+52,44," dated March 28, 1998, all prepared by HLC Civil Engineering; and the plans entitled "Rough Grading Plan Parcel Map 21383," Sheet 3 of 4, dated February II, 1991, and "PM 21383 Street Improvement Plans Diaz Road," Sheet 20 of 20, dated March 1990, both prepared by NBS/Lowry, and the data listed below are received, a revision to the FIRM would be warranted, As a result of the proposed project, the elevations of the flood having a I-percent chance of being equaled or exceeded in any given year (base flOOd) will decrease compared to the effective base flood elevations (BFEs), The maximum decrease in BFE, approximately 1.0 foot, will occur approximately 2.000 feet downstream of Cherry Street. The width of the Special Flood Hazard Area (SFHA), the area that would be inundated by \be base flood, will decrease compared to the effective SFHA width, The maximum decrease in SFHA width, approximately 1,900 feet. will occur approximately 4,000 feet downstream of Cherry Street. The width of the regulatory floodway will decrease compared to the effective floodway width, The maximum decrease in flood way width. approximately 650 feet. will occur just downstream of Cherry Street. 'O~ 2 I Upon completion of the project. your community may submit the data listed below and request that we make a final determination on revising the effective FrS repon and FIRM. · Detailed application and cenification forms. which were used in processing this request. must be used for requesting final revisions to the maps, Therefore, when the map revision request for the area covered by this letter is submitted. Form I, entitled Revision Requester and Community Official Form," must be included. (A copy of this form is enclosed. ) · The detailed application and cenification forms listed below may be required if as-built conditions differ from the preliminary plans, If required, please submit new forms (copies of which are enclosed) or annotated copies of the previously submitted forms showing the revised information, Form 4, entitled "Riverine Hydraulic Analysis Form" Form 5. entitled "Riverine/Coastal Mapping Form" Hydraulic analyses. for as-built conditions, of the base flood and the floodway must be submitted with Form 4, . · A topographic work map showing the location and alignment of all cross sections used in the analysis. the effective and proposed floodplain and floodway boundary delineations, and the tie-ins between the effective and proposed floodplain and floodway boundary delineations upstream and downstream of the project site must be submitted, The work map should be of suitable scale and topographic defmition to provide reasonable accuracy and it must be cenified by a registered professional engineer. · Effective October I, 1996, FEMA revised the fee schedule for reviewing and processing requests for conditional and fmal modifications to published flood information and maps. FEMA established flat review and processing fees for most types of requests. Effective March 10, 1997. FEMA modified the fee schedule that became effective on October I. In accordance with this schedule. the fee for your map revision request will be $2,300 and must be received before we can begin processing your request, Payment of this fee shall be made in the form of a check or money order, made payable in U.S. funds to the National Flood Insurance Provram. or by credit card, The payment must be forwarded to the following address: Federal Emergency Management Agency Fee-Collection System Administrator P,O, Box 3173 Merrifield, VA 22116-3173 · As-built plans. certified by a registered professional engineer, of all proposed project elements · Cpmmunity acknowledgment of the map revision request · Certification that all fill placed in the currently effective base floodplain and below the proposed BFE is compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test method issued by the American Society for Testing and Materials B~ --- ~~J t u!u]dpoolJ :Jsuq :Jljl wOlJ P:JAOW:JJ :Jq 01 SU:JJU UU JO) pOljl:JW lU:J]UA!nb:J :J]qmd:J:J:Ju uu JO (869-0 pJ11pums msv) SUop:J!pspnf lU:J:Jufpu p:Jl:J:J!lU puu SJ:JUA\O Au:JdoJd p:Jl:J:JJJU UU P:JY!IOU sUIj I! lUljl Al!Unwwo:J mOA Aq lU:JW:JlmS U JO 'AUA\pOOlJ :Jljl :JS)AdJ 01 1UdlUJ S,Al!lffiwwo:J JnOA llll!lms Al!lffiwwo:J mOA Aq p:JlnqplSlp :J:Jpou :J!lqnd :Jljl)O Ado:J V . 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