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HomeMy WebLinkAboutBridge Hydraulic Analysis (Jun.6,2003)YNEZ BRIDGE OVER THE SAN GERTRUDIS CREEK BRIDGE HYDRAULIC ANALYSIS Prepared for: The State of California Department of Transportation 1657 Riverside Drive P.O. Box 496073 Redding, CA 96049-6073 Prepared by: ROBERT BEIN, WILLIAM FROST & 14725 Alton Parkway Irvine, CA 92718 (714) 472-3505 Contact Persons: John McCarthy, RCE 386 Michelle Mobily, EIT RBF Job Number: 10101661 June 6, 2003 \ ' ~ TABLE OF CONTENTS ' LIST OF TABLES Table No. 1- Summary of Channel Hydraulic Analysis ' Table No. 2- Summary of Scour Analysis LIST OF FIGURES ' Figure 1- Existing Upstream of Ynez Road Bridge Figure 2- Existing Ynez Road Bridge (facing downstream) Figure 3- Existing Downstream of Ynez Road Bridge ' Figure 4- Santa Gertrudis Concrete Lined Side Slope Figure 5- Existing Downstream Ynez Bridge Pier ' TECHNICAL APPENDIX A. Scour Analysis Calulations ' B. Hydraulic Analysis (HEC2 output) ' H:\Pdata\10101661\Strmwater\SCOUR2.doc ' ' ~ ~1 ~ , ~ ~ ~ , ~ ' ~ ~ ~ n ' ' ~ ~ ~ ' ' ' ~ Winchester/Ynez Road Hydraulics/Bridge Scour Hydraulic Analysis and Scour Report Issue Date: 5-December-2003 Introduction The purpose of this report is to provide the hydraulic analysis for a reach of the Santa Gertrudis Creek including the proposed Ynez Road bridge. The proposed Ynez Road widening is located in the City of Temecula, County of Riverside. This report will assess the hydraulic impacts associated with the proposed bridge widening as well as an estimate of the potential scour at the proposed bridge upstream pier. The preliminary proposed improvements include widening of Ynez Road 4.63 meters (15.2 feet) at the West and East side of the roadway. The bridge is approximately 44.8 meters (147 feet) in length and currently has a width of 95.9 meters (314.7 feet). Upon widening the resulting bridge width will be approximately 105.2 meters (345.1 feet). The existing bridge consists of two abutments at each end and one 0.61 meter (2 feet) pier in the center. The pier height varies between 4.30 meters (14.1 feet) on the upstream side to 4.42 meters (14.5 feet) on the downstream side. The proposed Ynez Road bridge widening will extend the pier and abutments 4.63 meters (152 feet) at the upstream and downstream sides of the bridge. The proposed pier height will vary between 421 meters (13.8 feet) at the upstream and 4.40 meters (14.3 feet) at the downstream. Desiqn Hydroloqv The hydrology utilized to evaluate the channel hydraulics for the Ynez bridge widening improvements within Santa Gertrudis Creek was obtained from a previous Conditional Letter of Map Revision (CLOMR) prepared for Assessment District 161, Riverside County, Hydraulic Study for FEMA Conditional Letter of Map Revision for Santa Gertrudis and Tucalota Creeks, Riverside Couniy, prepared by Howard H. Chang in March, 1991. The estimated 100-year flowrate for Santa Gertrudis Creek downstream from Tucalota Creek is 281.2 cros (10,000 cfs). Existinq Channel Conditions Santa Gertrudis Creek is a Iarge tributary watershed to Murrieta Creek, and Tucalota Creek is a tributary of Santa Gertrudis Creek which continues immediately upstream of Winchester Road. The existing channel section under Ynez Road bridge has an engineered prismatic trapezoidai geometry with concrete slope lining and earthen stream bottom. The bottom width of the lower reach (downstream of the Ynez Road bridge) is generally 35.4 meters (116.2 feet) and it is 35 meters (114.8 feet) for the upstream reach. The upstream face of Ynez Road bridge is located approximately 1148 meters (3764 feet) downstream of the downstream face of Margarita Road bridge. Also, downstream of the Ynez Road bridge, at an approximate station 19+00.00, there exists a drop structure. This drop structure is used for general scour reduction and control. Figures 1,2 and 3 are pictures of the existing channel and bridge at the Ynez Road bridge crossing. RBF Consulting ' 3 , ' , ~ , ' ' ' ' ' ' Winchester/Ynez Road Hydraulics/Bridge Scour Hydraulic Analysis and Scour Report Issue Date: 5-December-2003 Results for the widened bridge condition are presented in Table No. 1 for the 100-year flow rate. Table No. 1- Summary of Channel Hydraulics Analysis 100-Year HEC-2 Model Results Proposed Ynez Road Bridge Widening Q,QO = 10,000 cfs Station Existin Condition Station Pro osed Condition Cross Water Velocity Depth Cross Water Velocity Depth Section Surface Section Surface 19 + 66 3 321 m 2.67 mps 2.87 m ~ 9+ 51 1 321.1 m 2.48 mps 2.92 m . 1053 ft 8.76 f s 9.40 ft 1053.2 ft 8.14 f s 9.59 ft 20 + 30 320.9 m 2.59 mps 2.88 m 20 + 45 2 320.9 m 2.61 mps 2.87 m 1052.4 ft 8.52 f s 9.46 ft . 1052.5 ft 8.55 f s 9.44 ft Discussion of Hvdraulic Results The bridge widening will result in minor increases to water surface elevations both upstream and downstream of the bridge. The maximum increase in the upstream water surface elevations due to the Ynez bridge widening is 0.03 m(0.1 feet) over the existing water surface elevations modeled for this study. Similarly, downstream of the Ynez bridge widening, the proposed water surface elevations are 0.1 m(0.328 ft) over the existing water surface elevations modeled for this study. This slight change in water surface elevation is due to the change in available flow area under Ynez Road bridge. The channel cross sections which are of significance are those at the face of the proposed Ynez bridge, Station 1951.1 downstream and Station 2045.2 upstream. These stations correspond to existing upstream and downstream stations 1966.3 and 2030, respectively. The HEC-2 computer output files for the existing and proposed condition for the combined ' model are included in Appendix A. The locations of the cross sections are indicated on the enclosed HEC-2 Floodplain Map, ExhibitX. ' ' 1 i ~I ' ' Scour Analvsis The amount of scour associated with a hydraulic structure such as a bridge pier is the result of the combination of locai scour and general scour. General scour is due to the long term trends of the channel degradation, whereas local scour is due to the fiow contraction and the vortex flow that occurs at the bridge piers. Contraction scour was not considered, as the channel base will remain constant through the bridge section. General Scour Long-term general scour is defined as scour that occurs with a time scale of the order of severai years or longer, and includes progressive degradation or aggradation and lateral bank erosion due to channel widening or meander migration. The long-term general scour is not significant downstream of the Ynez Bridge widening because the rate of scour development over time is RBF Consulting 1 ~ ' , ' ~ , ' ~ ' ~ Winchester/Ynez Road Hydraulics/Bridge Scour Hydraulic Analysis and Scour Report Issue Date: 5-December-2003 Table No. 2- Summa of Scour Anal sis Hydraulic Analysis Parameter 50-Year Dischar e Q 10,000 cfs W.S. Elevation 1052.5 ft De th of Flow d, 9.44 ft Velocit of Flow V 8.55 f s Froude Number F, 0.49 Pier Width a+ 2.0 ft Debris Factor 2.0 ft + 2.0 ft = 4.0 ft The procedure used to determine local scour for this project is outlined by the U.S. Department of Commerce in "Evaluating Scour at Bridges, 3`tl Edition," dated November 1995. The report investigates more than 5 equations associated with local scour studies, and compared the equations using various types of graphical and statistical analysis. The results revealed that to compute both live-bed and clear-water pier scour an equation based on Colorado State University (CSU) equation is recommended. The pier scour equation based on the CSU equation is given below. where: ~ ys = Scour depth, m y, = Flow depth directly upstream of the pier, m K, = Correction factor for pier nose shape ' K2 = Correction factor for angle of attack of flow K3 = Correction factor for bed condition K, = Correction factor for armoring by bed material size a = Pier width, m ' L= Length of pier, m Fr, = Froude Number V, = Mean velocity of flow directly upstream of the pier, m/s Z ' ) g= Acceleration of gravity (9.81 m/s ' ' The coefficient K~ is 1.0 for round nose piers. The coefficient K2 is 1.0 for piers aligned with the flow in the channel. The coefficient K3 is 1.1 for clear water scour. The coefficient K, is calculated using an equation developed by FHWA by Molinas at CSU and is given below. a 0 65 0.43 Ys =2.OYiKiKzKsKa~-) ~ Fr Y, ' where: ' ' K4 = [1- 0.89(1- VR )~ ]os RBF Consulting ~ , ' WinchestedYnez Road Hydraulics/Bridge Scour , Hydraulic Analysis and Scour Report Issue Date: 5-December-2003 V~~ -V, ~ vr-[V'-v ] ' V =O.G4S~DSO~Q053~Jd0 Q ' VR = Velocity ratio V, = Approach velocity, m/s V; = Approach velocity when particles at a pier begin to move, m/s ' V~9o = Critical velocity for D9o bed material size, m/s ~~so = Critical velocity for Dso bed material size, m/s a = Pier width, m ' given: , V~ =6.19y'i6Dii3 and: i D~ = Critical particle size for the critical velocity V~, m ~ According to the equation based on the CSU equation, the calculated scour depth around the bridge pier is approximately 2.67 meters (8.75 feet). ' Recommended Bridqe Pier Scour Protection Using this scour information we can develop recommendations regarding the protection of the proposed bridge piers. The estimated scour calculation indicates that the proposed column pier ' should have a pile cap elevation protected to a depth of 2.67 meters (8.75 feet) below the existin flowline of the channei. ' ' ' ' C , RBF Consulting ~o ~ ' ~ ' 1 ~ ~ ~ ~ ~ L ~ ~ 1 ~ ~ ~ ~ ~ YNEZ BRIDGE - SAN GERTRUDIS CREEK BRIDGE HYDRAULIC ANALYSIS Scour Analysis Calculations ~ ~\ ~ ~ ^ ^ ^ , CONSULTING , - PLANNING ^ DESIGN ^ CONSTRLJCTION H~0.479.30~9 • www.R9F.co'n , , ~ , ' ~ ' , , , ~ 1 1 ' ' ' Jo8 ~~. 't~.q° ~'^~:~ ° 1~.-•. i~ ~~i^ I SHEETNO. OF ~ CALCULATED BY ~.1,'~~+1 CHECKED BY DATE ~~ a 2. 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CHECKED BV DAT'c SCALE t ~_ ~~0.c~ V~L~r.i W~in 'rzv-;1~-~'~.5 "~'~- l;,:r~f ~s~~n'j'0 P,+-'a+te ~J - c,a~- ~ ~.~`~3 ~ _ j ~ `' -~t ^~ o~ti~3 ` ~9~ ~ - ~ so ~~ ~ O.~O`t~ '1.~'i'e ~o b•~-; C ~ ~~ o.~, ~ ~ vi= o,t~ '"'~~ ~~. -~ ~ ~~~ ~i~ ~ ~ :~; ~-L ~r ~~:t~~ ~~ ~P-~ ~ ~-V'~ ~ - ~ 2~~0- c~~`?.i ~ = 3„3'2 _~~ ~l~r ~-'~I ; L- o , 93 - o ~ ~.~ C ~ Sinc.z ~(Z= 3~~Z > 1.`7 °iv`iiz.rL~ ~,;~ c_o~rfC-.C..~S'3~^ "'~r~r ~,~'^~' f'r~.. f ~~i <~_^s;-;Mp =~ ~_i.7 -~, r ~ ~ . ~ ~ , ~r3 o ~ ~' a . y,5 = scA~r ~'~~-;~, _~ 2.~ ~~, .~Xc,''Fz ~ !~.~• ~:.f ~ ~ ~ ti ~ ~' f ~ ' ~ ~ ~ •- ~~~_~ ~o,~E3 ~:~ ,~~ - ~~.~ ~ a ,=~ 1 ~ ~ ,1 ~~ ~ C~,~ 9 a ~~ ~ , ~~n~vs ~~`;,~ ,z~G~~; ~B,,~Sf} ~~ , ~ ' r t ~ ~ ~~ YNEZ BRIDGE - SAN GERTRUDIS CREEK BRIDGE HYDRAULIC ANALYSIS ~ ~ ~~ ~ ~ ' , Hydraulic Analysis (HEC2 output) ~ ~ 1 1 1 i ~~ , ~ ................<.~............,..._~....... ~ HEC4 LIATER SURFACE PROFIlES * > ' Version 4.5.1; September 1990 * • RUN DATE 04JUN04 TIME 09:53:05 * +rt~FM1~1'+t~F~1'M"k+**kk*h#ftYY~i~Ftfk*1f*fi: ***~F1i+##iY4 ~ ' ~ 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 ~ND OF BANNER 04,1UN04 09:53:05 ' ~~+,r++++~~+~~+~~++~+~++~~~+~~a+r+t+~+ HEC-2 LIATER SURFACE PROfILES ~Version 4.5.1; September 1990 +....x.+xx...+++..••+.+++..+~.x...+. ~1 SANTA GERTRUDIS PROPOSED BIKETRAIL AT WINCHESTER ROAD BRIDGE T2 CLOMR HEG 2 MODEL MODIFIED TO INCLUDE DESIGN OF BIKE TRAII ~3 DESIGN CON~ITION q100 = 10,OOOcfs J1 ICHECK INO NINV IDIR STRT METRIC HVINS ~ 2 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC , -1 '1. ~ 0T 2 10000 10000 C 0.1 0.3 H 3 0.015 1975 0.040 2025 0.015 CONPWENCE 1lITH MURRIETA CREEK ~ E%[STING CONCRETE CHANNEL FROM 3100 TO 756 1 3100 5 1955.5 2044.5 500.0 500.0 GR 1023.8 1955.5 1010.8 1975.0 1010.8 2000.0 ~ ~.~~..........<....,,,,....~._._.~~~~., * U.S. ARMY CORPS OF ENGINEERS * * HYDROLOGIC ENGINEERING CENTER * ' 609 SECOND STREET, SLJITE D * * DAVIS, CALIFORNIA 95616-4687 ~ * (916) 756-11D4 * M1ii###}44#**i!4!*f4ti#itlh4fF}14 *1~f 444 #i'1Y xxxxx x x x xxxxx xxxxx x x xxxxxxx PAGE 7 TNIS RUN ExECUTED 04JUN04 09:53:05 0 NSEL F~ 0 1022. IBU CHNIM ITRACE 2048.7 500.0 1010.8 2025.0 1023.8 2044.5 ~~/ , X1 2750 ~ 5 - 1955.5 2044.5 350.0 350.0 350.0 7.41 ~R 1023.8 1955.5 1010.8 1975.0 1010.8 2000.0 1010.8 2025.0 7023.8 2044.5 7 2400 5 1955.5 2044.5 350.0 350.0 350.0 2.82 ~ R 1023.8 7955.5 1010.8 1975.0 1010.8 2000.0 1070.8 2025.0 7023.8 2044.5 NC 0.035 0.035 0.075 . ~ 1 2350 5 1957.75 2042.25 50 50 50 GR 1025.3 1957.75 1073.8 7975.0 1013.8 2000.0 1013.8 2025 1025.3 2042.25 , X7 2000 5 1957.75 2042.25 350 350 350 1.41 . ~R 1025.3 1957.75 1013.8 1975.0 1013.8 2000.0 1013.8 2025 1025.3 2042.25 X1 1650 5 7957.75 2042.25 350 350 350 2.82 ~R 1025.3 1957.75 1013.8 1975.0 1013.8 2000.0 1073.8 2025 1025.3 2042.25 1 ~ 04JUN04 09:53:05 PAGE 2 ~i 1550 5 1960.0 2040.0 100 100 100 R 1027.1 1960.0 7017.1 1975.0 1017.1 2000.0 1017.1 2025.0 1027.1 2040.0 ~1 1200 5 1960.0 2040.0 350 350 350 1.41 GR 1027.1 1960.0 7077.1 1975.0 1017.1 2000.0 1077.1 Z025.0 1027.1 2040.0 ~ 1 800 5 7960.0 2040.0 400 400 400 3.03 R 10Z7.1 1960.0 7017.1 1975.0 1017.1 2000.0 1017.1 2025.0 1027.7 2040.0 ~ X1 340 5 7960.4 2040.0 460 460 460 -3.5 'R 1035.6 1960.0 1025.6 1975.0 7025.6 2000,0 1025.6 2025.0 1035.6 2040.0 ~ 1 260 5 1960.4 2040.0 60 80 BO ~R 1035.6 7960.0 1025.6 1975.0 1025.6 2000.0 1025.6 2025.0 1035.6 2040.0 ~ 0 5 7960.0 2040.0 260 260 260 1038.4 1960.0 7028.4 1975.0 1028.4 2000.0 1028.4 2025.0 1038.4 2040.0 r1 350 5 1960.0 2040.0 350 350 350 3.8 GR 1038.4 1960.0 1028.4 7975.0 1028.4 2000.0 1028.4 2025.0 1038.4 2040.0 ~ ~ 1 699 5 1960.0 2040.0 349 349 349 GR 7046.0 7960.0 1036.0 7975.0 7036.0 2000.0 1036.0 2025.0 1046.0 2040.0 1 NC 0.015 0.015 0.030 0.1 0.3 ~ 756 11 3020 3167 57 57 57 ~ 1052.7 3000 7049.43 3005 1046.10 3010 1042.76 3015 1039.43 3020 ~~P ' GR 1039.4 3095 7039.43 3167 7042.94 3172 1046.45 3177 1046.77 3182 ~R 1052.7 3786 DOWNSTREAM FALE OF WEST I-15 RAMP ~t 799 5 922 1078 43 43 43 R 1054 908 1039.8 922 1039.8 1000 1039.8 1078 1054 1092 ~ 1 25 1 45 3 155 7 5 2300 1 7039 8 1039 8 B . . .0 . . . 1 827 28 28 28 ~ 2 1 7054 1056 BT -5 908 7056 1054 922 1056 1054 1000 1054 1055 ~T 1078 1056 1054 1092 1056 7054 04JUN04 09:53:05 PAGE 3 ' DOLlNSTREAM FACE OF SOUTH BOUND I-15 BRIDGE ~(1 877 5 922 1078 50 50 50 0.97 GR 1054.5 908 1040.3 922 1040.3 7000 1040.3 1078 1054.5 1092 ~ 55 17 5 2300 1 7040 3 iD40 3 B 1.25 1.60 3.0 1 . . . 7 946 69 69 69 ~ 2 1 7054.5 1056.5 0.97 BT -5 908 1056.5 1054.5 922 1056.5 1054.5 7000 7056.5 7054.5 ~T 7078 7056.5 7054.5 1092 1056.5 1054.5 DOWNSTREAM FACE Of NORTH BWN~ I-15 BRIDGE ~1 999 5 922 1078 53 . 53 53 0.97 R 1~55.3 908 1041 922 7041 1000 1041 1078 1055.3 1092 ~e 60 7 25 7 3 0 155 17 5 2300 1 1047 1041 . . . . 1 1068 69 69 69 2 1 7055.3 1057.3 0.97 T -5 908 1057.3 7055.3 922 1057.3 7055.3 1000 1057.3 1055.3 BT 1078 1057.3 1055.3 1092 1057.3 1055.3 ' DOWNSTREAM FACE OF EAST I-15 RAMP 1 1163 5 971.3 1088.7 130 60 95 0.88 ~R 1054.5 .898.7 7041.4 911.3 1041.3 1000 7047.4 1088.7 7054.5 1101 3 ~9 1.25 1.45 3.0 156 17.5 2200 1 1041.3 1041.3 X1 7191 28 28 28 2 7 1054.5 1056.5 0.88 ~ T -5 898.7 1056.5 1054.5 917 3 7056.5 1~54.5 1000 1056.5 1054.5 BT 1088.7 1056.5 1054.5 1101.3 7056.5 1054.5 ' ~1 1 X1 1296 24 3013 3158 70 140 105 R 1050.8 3000 1047.38 3005 1044.17 3070 7042.25 3013 1042.25 3020 ~ R 1042 3~30 1042 3~40 1042 3050 1042 3060 7042 3070 GR 1042 3075 1042 3080 1042 3085 1042 3090 1042 3100 R 1042 3110 1042 3120 7042 3130 1042 3140 1042 3150 ~R 1042.2 3158 7045.72 3163 1050.58 3170 1050.88 3187 ~1 1448 70 3028 3150 ~ 152 152 152 R 1057.4 3000 1051.49 3015 1048.30 3020 1045.17 3025 1043.79 3028 GR 1043.1 3150 1046.52 3155 1049.86 3160 7051.79 3162 1051.49 3178 ' 04JUN04 09:53:05 ' PAGE 4 X1 1606 12 3028 3743 158 758 158 ~R 7052.3 3000 1051.79 3015 1048.71 3020 7045.64 3025 1043.19 3028 R 1043.7 3088 1043.79 3143 1046.14 3748 1048.50 3153 1050.85 3158 :R - 1051.7 3160 1052.29 3175 =a~~ $wD6~ L~~a~O _ a~L'Z I~QU~' / DOWNSTREAM fACE OF YNE2 ROAD BRIDGE 1 1951.1 6 176.7 232 3 345.1 345.1 345.1 R 1055.8 100 1052.4 100.1 1042.8 116.7 1043.6 231.5 1051.8 247. 6 R 1060.1 247.7 . ~B 0.90 1.56 2.80 -126.3 2.0 186Z.8 0.80 1043.6 1043. 4 UPSTREAM FNCE OF YNEZ ROAD BRIDGE 7 2045.2 6 176.1 232.3 78.9 78.9 78.9 ~2 1 1058.9 7060.1 BT -2 100 1058.8 247.7 7054.3 1064.6 7060.2 GR 1054.3 700 1052.6 100.7 7043 116.7 1043.8 231.5 1052 247. 6 R 1060.1 247.7 7 2140.4 23.0 943.0 1057.0 94.8 94.8 94.6 . ~ R 1055.0 977.0 1055.0 927.55 1048.7 937.0 1044.7 943.0 1044.7 950. 0 GR 1044.7 955.0 1044.7 960.0 1044.7 963.0 7044.7 970.0 1044.7 980. 0 R 1044.7 - 990.0 1044.7 1000.0 1044.7 1010.0 7044.7 1020.0 1044.7 1030. 0 ~R 1044.7 7040.0 1044.7 1045.0 1044.7 1050.0 1044.7 1055.0 1044.7 1057. 0 R 1048.7 1063.0 1055.0 1072.45 1055.0 1083.0 ~ H 4 0.04D 943.0 0.700 963.0 0.040 7057 0.015 1083.0 X7 2141.4 7 1 1 ' NH 4 0.040 943.0 0.100 963.0 0.040 1057 0.015 1083.0 1 2200. 23.0 943.0 1057.0 58.6 58.6 58.6 ~R 1055.4 917.0 1055.4 927.55 1049.1 937.0 1045.7 943.0 1045.1 950. 0 R 1045.1 955.0 1045.1 960.0 1045.7 963.0 1045.1 970.0 1045.7 980. 0 GR 7045.7 990.0 1045.1 1000.0 7045.1 7010.0 1045.1 1020.0 1045.1 1030. 0 R 1045.1 1040.0 1045.1 1045.0 1045.1 1050.0 ~ 1045.1 1055.0 7045.1 1057. 0 ~ R 1049.1 1063.0 7055.4 1072.45 1055.4 1083.0 ~H 4 0.040 943.0 0.100 963.0 0.040 1057 0.015 1083.0 ~~ 1 X1 2500. 23.0 943.0 1057.0 300.0 300.0 300.0 ' 7056.6 917.0 1056.6 927.55 1046.3 943.0 1046.3 943.0 1046.3 950.0 1046.3 955.0 1046.3 960.0 1046.3 963.0 1046.3 970.0 1046.3 980.0 GR 1046.3 990.0 1046.3 1000.0 1046.3 1010.0 1046.3 1020.0 1046.3 1030.0 1046.3 1040.0 1046.3 1045.0 1046.3 1050.0 1046.3 1055.0 1046.3 1057.0 ' 1050.3 1063.0 7056.6 1072.45 1056.6 1083.0 i , 04JUN04 09:53:05 PAGE 5 ` 4 0.040 943.0 0.100 963.0 0.040 1057 0.015 1083.0 X1 2800. 23.0 943.0 1057.0 300.0 300.0 300.0 1057.8 977.0 1057.8 ~ 927.55 1047.5 943.0 1047.5 943.0 1047.5 950.0 ~ 1047.5 955.0 1047.5 960.0 1047.5 963.0 1047.5 970.0 1047.5 980.0 7047.5 990.0 1047.5 7000.0 1047.5 1010.0 1047.5 1020.0 1047.5 1030.0 1047.5 1040.0 1047.5 1045.0 1047.5 1050.0 1047.5 7055.0 1047.5 1057.0 ~ 7051.5 ~1063.0 1057.8 1072.45 1057.8 7083.0 4 0.040 943.0 0.100 963.0 0.040. 1057 0.015 1083.0 ~ 3100. 23.0 943.0 7057.0 300.0 300.0 300.0 GR 1059.0 977.0 7059.0 927.55 7048.7 943.0 1048.7 943.0 1048.7 950.0 7048.7 955.0 1048.7 960.0 1048.7 963.0 1048.7 970.0 1048.7 980.0 ~ 1048.7 990.0 1048.7 1000.0 7048.7 1010.0 1048.7 1020.0 1048.7 1030.0 1048.7 1040.0 1048.7 1045.0 1048.7 1050.0 1048.7 1055.0 1048.7 1057.0 GR 1052.7 1063.0 1059.0 7072.45 1059.0 1083.0 , NN 4 0.040 943.0 0.100 963.0 0.040 7057 0.015 1083.0 3400. 23.0 943.0 1057.0 300.0 300.0 300.0 ~ 1060.2 917.0 1060.2 927.55 1049.9 943.~ 1049.9 943.0 1049.9 950.0 GR 1049.9 955.0 1049.9 960.0 1049.9 963.0 1049.9 970.0 7049.9 980.0 1049.9 990.0 1049.9 1000.0 1049.9 1070.0 1049.9 1020.0 1049.9 1030.0 ~ 1049.9 7040.0 1049.9 1045.0 1049.9 1050.0 1049.9 1055.0 1049.9 1057.0 7053.9 1063.0 7060.2 1072.45 1060.2 1083.0 'I 4 0.040 943.0 0.100 963.0 0.040 1057 0.015 1083.0 X1 3700. 23.0 943.0 1057.0 300.0 300.0 300.0 1061.4 977.0 7061.4 927.55 7051.1 943.0 1051.1 943.0 1051.1 950.0 ~ 1051J 955.0 1051.1 960.0 1051.1 963.0 1051.1 970.0 1051.1 980.0 7051.1 990.0 1051.1 1000.0 1051.1 1010.0 7057.1 1020.0 1051.7 1030.0 GR 1051.1 1040.0 1051.1 1045.0 1051.1 1050.0 1051.1 1055.0 1051.1 1057.0 ~ 1055.1 1063.0 1061.4 1072.45 1061.4 1083.0 4 0.040 943.0 0.100 963.0 0.040 1057 0.015 1083.0 ~ 4000. 23.0 943.0 1057.0 300.0 300.0 300.0 GR 1062.7 977.0 1062.7 927.55 1052.3 943.0 1052.3 943.0 1052.3 950.0 1052.3 955.0 1052.3 960.0 1052.3 963.0 1052.3 970.0 1052.3 980.0 ~ 1052.3 990.0 1052.3 1000.0 1052.3 7010.0 1052.3 1020.0 1052.3 1030.0 1052.3 1040.0 1052.3 1045.0 1052.3 1050.0 1052.3 1055.0 1052.3 1057.0 GR 1056.3 7063.0 1062.7 1072.45 1062.7 1083.0 ' NH 4 0.040 943.0 0.100 963.0 0.040 1057 0.015 1083.0 4300. 23.0 943.0 1057.0 300.0 300.0 300.0 ~ 1063.8 917.0 1063.8 927.55 7053.5 943.0 1053.5 943.0 1053.5 950.0 \q , GR 1053.5 955.0 7053.5 960.0 1053.5 963.0 1053.5 970.0 1053.5 980.0 ~R 1053.5 990.0 1053.5 1000.0 1053.5 1010.0 1053.5 1020.0 1053.5 7030.0 R 1053.5 1040.0 1053.5 1045.0 1053.5 1050.0 1053.5 1055.0 1053.5 1057.0 GR 1057.5 1063.0 1063.8 1072.45 1063.8 1083.0 ' 04JUN04 09:53:05 - PAGE 6 , NH 4 0.040 943.0 0.100 963.0 0.040 1057 0.015 1083.0 ~ 1 4498. 23.0 943.0 1057.0 198 198 798 ~ R 1064.6 917.0 1064.6 927.55 1054.3 943.0 1054.3 943.0 1054.3 950.0 GR 1054.3 955.0 1054.3 960.0 1054.3 963.0 1054.3 970.0 1054.3 980.0 R 1054.3 990.D 1054.3 1000.0 1054.3 1010.0 1054.3 1020.0 1054.3 1030.0 ~ ~ R 7054.3 7040.0 1054.3 1045.0 7054.3 1050.0 7054.3 1055.0 1054.3 1057.0 GR 1058.3 1063.0 1064.6 7072.45 1064.6 1083.0 ~ H 4 0.040 940.0 0.100 960.0 0.040 1060 0.015 1085.0 Xt 4598. 23.0 940.0 1060.0 100 700 100 -0.7 R 1065.7 915.0 1065.7 924.55 1060.4 932.5 7055.4 940.0 1055.4 945.0 ~R 1055.4 950.0 1055.4 955.0 1055.4 960.0 1055.4 970.0 1055.4 980.0 GR 1055.4 990.0 1055.4 1000.0 1055.4 1010.0 7055.4 1020.0 7055.4 1030.0 R 1055.4 1040.0 1055.4 1045.0 1055.4 1050.0 1055.4 1055.0 1055.4 1060.0 ~R 1060.4 1067.5 1065.7 1075.45 1065.7 1085.0 ~C 0.015 0.015 0.045 1 4600. 23.0 940.0 1060.0 2 2 2 GR 1065.7 915.0 1065.7 924.55 1060.4 932.5 1055.4 940.0 1055.4 945.0 . R 1055.4 950.0 ~ 1055.4 955.0 1055.4 960.0 1055.4 970.0 1055.4 980.0 ~R 1055.4 990.0 1055.4 1000.0 1055.4 7010.0 1055.4 1020.0 1055.4 1030.0 GR 1055.4 1040.0 1055.4 1045.0 1055.4 1050.0 1055.4 1055.0 1055.4 7060.0 ~R 1060.4 1067.5 1065.7 1075.45 1065.7 1085.0 X7 4606. 23.0 940.0 1060.0 6 6 6 R 1065.7 915.0 1065.7 924.55 7060.4 932.5 7055.4 940.0 1055.4 945.0 ~ R 7055.4 950.0 1055.4 955.0 7055.4 960.0 1055.4 970.0 7055.4 980.0 GR 1055.4 990.0 1055.4 1000.0 7055.4 1010.0 1055.4 1020.0 1055.4 7030.0 R 1055.4 1040.0 1055.4 7045.0 1055.4 1050.0 7055.4 1055.0 1055.4 7060.0 ~R 1060.4 1067.5 1065.7 1075.45 1065.7 1085.0 ~X 3 0.015 940.0 0.100 960.0 - 0.040 1085.0 7 4610. 23.D 940.0 1060.0 4 4 4 GR 1065.7 915.0 1065.7 924.55 1060.4 932.5 1055.4 940.0 1055.4 945.0 R 1055.4 950.0 1055.4 955.0 1055.4 960.0 1055.4 970.0 1055.4 980.0 ~ R 1055.4 990.0 1055.4 1000.0 1055.4 1010.0 1055.4 1020.0 1055.4 1030.0 GR 1055.4 1040.0 1055.4 1045.0 1055.4 1050.0 1055.4 1055.0 1055.G 1060.0 ~R 1060.4 1a67.5 1065.7 1075.45 1065.7 1085.0 NH 3 0.015 940.0 0.100 960.0 0.040 1085.0 ~7 4696. 23.0 940.0 1060.0 86 86 86 R 1066.7 903.0 1066.7 912.55 1055.8 928.0 1055.8 940.0 1055.8 945.0 GR 1055.8 950.0 1055.8 955.0 1055.8 960.0 1055.8 970.0 1055.8 980.0 R 1055.8 990.0 1055.8 1000.0 1055.8 1010.0 1055.8 1020.0 1055.8 1030.0 ~R 1055.8 1040.0 1055.8 1045.0 1055.8 1050.0 1055.8 1055.0 1055.8 1060.0 2~ 1 GR 7060.8 1067.5 1066.1 1075.45 ~ 04JUN04 09:53:05 ' H 3 D.015 940.0 0.100 1 4800. 23.0 940.0 1060.0 R 1066.4 915.0 1066.4 924.55 GR 1056.1 950.0 1056.1 955.0 R 1056.1 990.0 1056.7 1000.0 ~ R 1056.1 1040.0 1056.1 7045.0 GR 1061.6 1067.5 1066.4 ~ 1075.45 ~ H 3 0.040 940.0 0.100 1 4870. 23.0 940.0 7060.0 ~R 1066.4 915.0 1066.4 924.55 R 1056.1 950.0 1056.1 955.0 GR 1056.1 990.0 1056.1 7000.0 R 1056.1 1040.0 1056.1 7045.0 R 1061.6 7067.5 7066.4 1075.45 H 3 0.040 940.0 0.100 1 4900. 23.0 940.0 7060.0 GR 1066.9 915.0 1066.9 924.55 R 1056.6 950.0 1056.6 955.0 R 1056.6 990.0 1056.6 7000.0 GR 1056.6 7040.0 1056.6 1045.0 ~R 1067.6 7067.5 1066.9 1075.45 H 3 0.040 940.0 0.100 ~7 5200. 23.0 940.0 1060.0 R 1068.0 975.0 1068.0 924.55 GR 1057.7 950.0 1057.7 955.0 ~R 1057.7 990.0 1057.7 1000.0 R 1057.7 1040.0 1057.7 1045.0 GR 1062.7 1067.5 1068.0 1075.45 ~ N 3 0.040 940.0 0.100 %1 5500. 23.0 940.0 1060.0 ~R 7069.2 915.0 7069.2 924.55 R 7058.9 950.0 7058.9 955.0 GR 1058.9 990.0 1058.9 ~7000.0 R 1058.9 1040.0 1058.9 7045.0 R 1063.9 1067.5 1069.2 7075.45 H 3 ~.040 940.0 0.100 7 5548. 23.0 940.0 1060.0 GR 1069.5 975.0 1069.5 924.55 ~R 1059.2 950.0 1059.2 955.0 R 1059.2 990.0 1059.2 1000.0 GR 1059.2 1040.0 1059.2 1045.0 ~R 1064.2 1067.5 1069.5 1075.45 7066.1 1085.0 PAGE 7 960.0 0.040 1085.0 104 104 104 7061.6 932.5 7056.1 940.0 1056.1 945. 0 1056.1 960.0 1056.1 970.0 1056.1 980. 0 1056.1 1010.0 1056.7 7020.0 7056.1 1030. 0 1056.1 1050.0 1056.1 1055.0 1056.1 1060. 0 1066.4 1085.0 960.0 0.040 1085.0 10 10 10 1061.6 932.5 7056.1 940.0 1056.1 945. 0 1056.1 960.0 7056.1 970.0 7056.1 980. 0 7056.1 1010.0 1056.1 1020.0 7056.1 7030. 0 1056.1 1050.0 7056.1 1055.0 7056.1 7060. 0 7066.4 1085.0 960.0 0.040 7085.0 90 90 90 7061.6 932.5 7056.6 940.0 1056.6 945. 0 1056.6 960.0 1056.6 970.0 1056.6 980. 0 1056.6 1010.0 1056.6 1020.0 1056.6 1030. 0 1056.6 7050.0 1056.6 1055.0 1056.6~ 1060 .0 1066.9 7085.0 960.0 0.040 7085.0 300.0 300.0 300.0 1062.7 . 932.5 1057.7 940.0 1057.7 945. 0 1057.7 960.0 1057.7 970.0 7057.7 ~ 980. 0 1057.7 1010.0 1057.7 1020.0 7057.7 1030. 0 1057.7 1050.0 1057.7 1055.0 1057.7 1060. 0 1068.0 1065.0 960.0 0.040 1085.0 ~ 300.0 300.0 300,0 1063.9 932.5 7058.9 940.0 1058.9 945. ~ 7058.9 960.0 1058.9 970.0 1058.9 980. 0 1058.9 1070.0 1058.9 1020.0 7058.9 1030. 0 1058.9 1050.0 1058.9 1055.0 1058.9 7060. 0 1069.2 1085.0 960.0 0.040 1085.0 48 48 48 1063.9 932.5 1059.2 940.0 1059.2 945. 0 1059.2 960.0 1059.2 970.0 1059.2 980. 0 7059.2 7010.0 1059.2 1020.0 1059.2 1030. 0 1059.2 1050.0 1059.2 1055.0 1059.2 1060. 0 1069.5 1085.0 2~ ~ , ' 04JUN04 09:53:05 3 0.015 940.0 0.100 960.0 1 5552. 23.0 940.0 1060.0 4 1069.5 975.0 1069.5 924.55 1063.9 ~ 7059.2 950.0 1059.2 955.0 1059.2 1059.2 990.0 1059.2 1000.0 1059.2 GR 1059.2 1040.0 1059.2 1045.0 1059.2 ~ 1064.2 7067.5 1069.5 1075.45 1069.5 NH 3 0.015 940.~ 0.100 960.0 5700. 23.0 94~.0 1060.0 148 ~ 1069.9 915.0 7069.9 924.55 7063.9 1059.6 950.0 1059.6 955.0 1059.6 1059.6 990.0 7059.6 1000.0 1059.6 ~ 1059.6 1040.0 1059.6 1045.0 1059.6 1064.6 7067.5 1069.6 1075.45 t069.6 !I 4 0.015 940.0 0.100 960.0 X1 5706. 23.0 940.0 1060.0 6 1069.9 975.0 1069.9 924.55 7063.9 ~ 1059.6 950.0 1059.6 955.0 1059.6 1059.6 990.0 1059.6 1000.0 1059.6 GR 1059.6 1040.0 1059.6 7045.0 7059.6 ~ 1064.6 1067.5 1069.6 7075.45 1069.6 0.015 D.O15 0.044 0.7 0.3 DOIJNSTREAM FACE OF MARGA RITA ROAD BRIDGE 1 5794. 7.0 906.3 7093.8 34 1072.0 871.2 10~2.0 878.2 1060.0 ~ 1072.0 1121.9 1072.0 1128.8 ~ 1.25 1.65 2.8 120 X1 5932. 138 1 1079.7 1082.5 ~ -6 871.2 7082.5 1072.0 878.2 1093.8 1083.4 1078.7 1121.9 ` 1 4 0.015 940.0 0.100 960.0 X1 5950. 23.0 940.0 1060.0 78 1071.6 915.0 1071.6 922.00 1064.6 ~ 1059.6 950.0 1059.6 955.0 1059.6 GR 1059.6 990.0 1059.6 1000.0 1059.6 7059.6 1040.0 1059.6 1045.0 1059.6 ~ 1064.6 1067.5 1077.6 1078.00 1071.6 1 ~ ' 04Jt7N04 09:53:05 ~ 4 0.040 940.0 0.100 960.0 PAGE 8 0.040 1085.0 4 4 932.5 1059.2 940.0 1059.2 945.0 96D.0 1059.2 970.0 1059.2 980.0 1010.0 1059.2 1020.0 . 1059.2 7030.0 1050.0 1059.2 1055.0 1059.2 1060.0 1085.0 0.040 1085.0 148 148 932.5 1059.6 940.0 1059.6 945.0 960.0 1059.6 970.0 1059.6 980.0 1010.0 1059.6 1020.0 1059.6 1030.0 1050.0 1059.6 1055.0 7059.6 1060.0 1085.0 0.040 1060.0 0.015 7085.0 6 6 932.5 1059.6 940.0 1059.6 945.0 960.0 1059.6 970.0 1059.6 980.0 1010.0 7059.6 1020.0 1059.6 1030.0 1050.0 1059.6 1055.0 1059.6 1060.0 1085.0 739 88 0.64 906.3 1060.0 937.55 1060.0 1093.8 12.25 2650 1.5 1060.57 1060 .0 138 138 0.51 0.64 1082.6 7077.8 906.3 1083.0 1078 .2 1083.9 7079.1 1128.8 1083.9 1072 .0 0.040 1060 0.015 1085.0 0 18 1.04 932.5 1059.6 940.0 1059.6 945 .0 960.0 1059.6 970.0 1059.6 980 .0 1010.0 1059.6 1020.0 1059.6 1030 .0 1050.0 1059.6 1055.0 1059.6 1060 .0 1085.0 PAGE 9 0.040 1060 0.015 1085.0 2~ ' X1 5955. 5 5 5 ~ NH 4 0.040 940.0 0.100 960.0 0.040 1060 0.015 1085.0 ~ 6130. 23.0 940.0 1060.0 775 175 175 1071.6 915.0 1071.6 924.55 1066.3 932.5 1061.3 940.0 1061.3 945.0 R 1061.3 950.0 1061.3 955.0 1061.3 960.0 1061.3 970.0 1061.3 980.0 1061.3 990.0 7061.3 1000.0 1061.3 1010.0 1061.3 1020.0 7061.3 1030.0 ~ 1061.3 1040.0 1061.3 1045.0 1061.3 1050.0 1061.3 1055.0 1061.3 1060.0 1066.3 1067.5 1071.6 1075.45 7071.6 1085.0 'I 3 0.040 940.0 0.100 960.0 0.040 1085.0 X1 6135. 23.0 940.0 7060.0 5 5 5 1071.6 915.0 1071.6 924.55 1066.3 932.5 7061 3 940.0 1061.3 945.0 ~ iD61.3 950.0 1061.3 955.0 1061.3 960.0 1061.3 970.0 1061.3 980.0 1061.3 990.0 1061.3 1000.0 1061.3 1010.0 1061.3 1020.0 1067.3 7030.0 1061.3 1040.0 1061.3 1045.0 1061.3 1050.0 1061.3 1055.0 1061.3 7060.0 ~ 7066.3 1067.5 1071.6 1075.45 7071.6 1085.0 3 0.040 940.0 0.100 960.0 0.040 1085.0 ~ 6400. 23.0 940.0 1060.0 265 265 Z65 GR 1072.7 915.0 1072.7 924.55 1067.4 932.5 7062.4 940.0 1062.4 945.0 1062.4 950.0 7062.4 955.0 1062.4 960.0 1062.4 970.0 1062.4 980.0 ~ 1062.4 990.0 1062.4 7000.0 1062.4 7010.0 1062.4 7020.0 1062.4 1030.0 1062.4 1040.0 1062.4 1045.0 1062.4 1050.0 7062.4 7055.0 1062.4 1060.0 GR 7067.4 1067.5 1072.7 7075.45 1072.7 1085.0 '. NH 3 0.040 940.0 0.100 960.0 0.040 1085.0 6700. 23.0 940.0 1060.0 300.0 300.0 300.0 ~ 7073.8 915.0 1073.8 924.55 1068.5 932.5 1063.5 940.0 1063.5 945.~ GR 7063.5 950.0 1063.5 955.0 1063.5 960.0 1063.5 970.0 1063.5 980.0 7063.5 990.0 1063.5 1000.0 1063.5 1010.0 1063.5 1020.0 1063.5 1030.0 ~ 1063.5 1040.0 1063.5 1045.0 1063.5 1050.0 1063.5 1055.0 1063.5 1060.0 7068.5 1067.5 1073.8 1075.45 1073.8 1085.0 'I 3 0.040 940.0 0.700 960.0 0.040 1085.0 K1 7000. 23.0 940.0 1060.0 300.0 300.0 300.0 7075.0 915.0 1075.0 924.55 1069.7 932.5 1064.7 940.0 1064.7 945.0 ~ 1064.7 950.0 1064.7 955.0 1064.7 . 960.0 1064.7 970.0 1064.7 980.0 7064.7 990.0 1064.7 1000.0 1064.7 1010.0 1064.7 1020.0 1064.7 1030.0 GR 1064.7 1040.0 1064.7 1045.0 1064.7 1050.0 1064.7 1055.0 1064.7 1060.0 ~ 1069.7 1067.5 1075.0 1075.45 7075.0 1085.0 1 ~ 04JUN04 09:53:05 PAGE 10 ~ 3 0.040 940.0 0.100 960.0 0.040 1085.0 7300. 23.0 940.0 1060.0 300.0 300.0 300.0 GR 1076.1 915.0 1076.1 924.55 1070.8 932.5 1065.8 940.0 1065.8 945.0 1065.8 950.0 1065.8 955.0 1065.8 960.0 1065.8 970.0 1065.8 980.0 ~ 10fi5.8 990.0 1065.8 1000.0 1065.8 1010.0 1065.8 7020.0 7065.8 1030.0 GR 1065.8 1040.0 1065.8 1045.0 1065.8 1050.0 1065.8 7055.0 1065.8 1060.0 ~ 1070.8 1067.5 . 1076.7 1075.45 1076.1 7085.0 ~ ! H , 3 0.040 940.0 0.100 960.0 0.040 7085.0 1 7441. 23.0 940.0 1060.0 141 141 141 GR 1076.7 915.0 1076.7 924.55 1071.4 932.5 1066.4 940.0 7066.4 945.0 R 1066.4 950.0 1066.4 955.0 1066.4 960.0 1066.4 970.0 7066.4 980.0 ~R 1066.4 990.0 1066.4 1000.0 1066.4 1010.0 1066.4 7020.0 7066.4 7030.0 GR 1066.4 7040.0 1066.4 1045.0 1066.4 1050.0 1066.4 1055.0 706fi.4 7060.0 R 1071.4 7067.5 1076.7 1075.45 1076.7 1085.0 ~ NL 0.040 0.040 0.045 0.2 0.4 7 7445. 23.0 940.0 1060.0 4 4 4 ' R 1078.7 915.0 1078.7 924.55 1072.8 932.5 1067.8 940.0 1067.8 945.0 GR 1067.8 950.0 1067.8 955.0 1067.8 960.0 1067.8 970.0 1067.8 960.0 R 1067.8 990.0 1067.8 7000.0 1067.8 1070.0 1067.8 1020.0 1067.8 1030.0 ~R 1067.8 1040.0 1067.8 1045.0 1067.8 1050.0 1067.8 1055.0 1067.8 1060.0 R 1072.8 1067.5 1078.1 1075.45 1078.1 1085.0 ~ c 0.1 0.3 X1 7451. 23.0 940.0 1060.0 6 6 6 R 1078.1 915.0 1078.7 924.55 1072.8 932.5 1067.8 940.0 1067.8 945.0 ~ R 1067.8 950.0 1067.8 955.0 1067.8 960.0 1067.8 970.0 1067.8 980.0 GR 1067.8 990.0 1067.8 1000.0 1067.8 1010.0 1067.8 7020.0 1067.8 7030.0 R 1067.8 1040.0 7067.8 7045.0 1067.8 1050.0 1067.8 1055.0 1067.8 1060.0 ~R 1072.8 1067.5 7078.1 1075.45 1078.1 1085.0 H 3 0.040 940.0 0.100 960.0 0.040 1085.0 '1 7455. 23.0 940.0 1060.0 4 4 4 GR 1078.1 915.0 1078.1 924.55 1072.8 932.5 1067.8 940.0 1067.8 945.0 R 1067.8 950.0 1067.8 955.0 1067.8 960.0 1067.8 970.0 1067.8 980.0 ~ R 1067.8 990.0 1067.8 1000.0 1067.8 1010.0 1067.8 1020.0 1067.8 1030.0 GR 1067.8 1040.0 1067.8 1045.0 1067.6 1050.0 7067.8 1055.0 1067.8 1060.0 ~R 1072.8 1067.5 1078.1 1075.45 1078.1 1085.0 NH 3 0.040 940.0 0.100 960.0 0.040 1085.0 1 7670. 23.0 940.0 1060.0 275 275 275 ~ ~ R 1079.0 915.0 1079.0 924.55 7073.7 932.5 1068.7 940.0 1068.7 945.0 GR 7068.7 950.0 1068.7 955.0 1068.7 960.0 1068.7 970.0 7068.7 980.0 R 1068.7 990.0 1068.7 7000.0 1068.7 7010.0 7066.7 1020.0 1068.7 1030.0 R ~ 1068.7 1040.0 7068.7 7045.0 1068.7 1050.0 1068.7 1055.0 7068.7 7060.0 R 1073.7 1067.5 1079.0 7075.45 1079.0 1085.0 i ~ 04JUN04 09:53:05 PAGE 11 ~H 4 0.015 940.0 0.100 960.0 0.040 1060 0.015 1085.0 X7 7675. 23.0 940.0 7060.0 5 5 5 R 1079.0 915.0 1079.0 924.55 1073.7 932.5 1068.7 940.0 1068.7 945.0 ~R 7068.7 950.0 1068.7 955.0 1068.7 960.0 1068.7 970.0 1068.7 980.0 R 1068.7 990.0 1068.7 1000.0 1068.7 1010.0 1068.7 1020.0 1068.7 1030.0 GR 1068.7 1040.0 1D68.7 1045.0 1068.7 1050.0 7068.7 1055.0 7068.7 1060.0 'R 1073.7 1067.5 1079.0 1075.45 1079.0 1085.0 ~ NH 4 0.015 940.0 0.100 960.0 0.040 1060 0.015 7085.0 1 7750. 23.0 940.a 1060.0 75 75 75 ~R 1079.3 903.0 1079.3 912.55 1069.0 928 1069.0 940.0 1069.0 945.0 Z~ ! 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915.0 1081.0 924.55 ~R 1070.7 950.0 1070.7 955.0 GR 1070.7 990.0 1070.7 1000.0 R 1070.7 1040.0 1070.7 1045.0 ~R 1075.7 1067.5 1081.0 1075.45 H 3 0.040 940.0 0.100 ~ 1 8500. 23.0 940.0 1060.0 GR 1082.2 915.0 1082.2 924.55 R 1071.9 950.0 1071.9 955.0 ~R 1071.9 990.0 1071.9 1000.0 1069.0 960.0 1069.0 970.0 1069.0 980,0 1069.0 1010.0 7069.0 1020.0 1069.0 1030 .0 7069.0 1050.0 1069.0 t055.0 1069.0 1060 .0 1079.3 7097.0 960.0 0.040 1060 0.015 1085.0 707 707 107 0.2 1074.2 932.5 1069.2 940.0 1069.2 945 .0 1069.2 960.0 1069.2 970.0 1069.2 980 .0 1069.2 1010.0 1069.2 1020.0 1069.2 1030 .0 1069.2 1050.0 1069.2 1055.0 1069.2 1060 .0 1079.5 7085.0 960.0 0.040 1060 0.015 7085.0 5 5 5 0.2 7074.2 932.5 1069.2 940.0 1069.2 945 .0 7069.2 960.0 1069.2 970.0 1069.2 980 .0 1069.2 1010.0 1069.2 1020.0 1069.2 7030 .0 1069.2 1050.0 1069.2 1055.0 1069.2 1060 .0 7079.5 1085.0 960.0 0.040 1060 0.075 1085.0 33 33 33 0.4 1074.2 932.5 1069.2 940.0 1069.2 945 .0 1069.2 960.0 7069.2 970.0 ~ 7069.2 980 .0 1069.2 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1060.0 ~ R 1084.5 915.0 1084.5 924.55 R 1074.2 950.0 1074.2 955.0 ,,.LR 1074.2 990.0 10741 ~ 1000.0 ~R 1074.2 1040.0 1074.2 1~45.0 R 1079.2 1067.5 1084.5 1075.45 ~H 3 0.040 940.0 0.100 X1 9400. 23.0 940.0 1060.0 R 1085.7 915.0 7085.7 924.55 ~R 1075.4 950.0 1075.4 955.0 R 1075.4 990.0 1075.4 7000.0 GR 1075.4 1040.0 1075.4 7045.0 ~R 1080.4 1067.5 1085.7 1075.45 N 3 0.040 940.0 0.100 ~ 1 9700. 23.0 940.0 1060.0 GR 1086.8 915.0 1086.8 924.55 R 1076.5 950.0 1076.5 955.0 ~R 1076.5 990.0 1076.5 1000.0 R 1076.5 1040.0 1076.5 1045.0 GR 1081.5 1067.5 1086.8 1075.45 ~ 04JUN04 09:53:05 ~ NN 3 0.040 940.0 0.100 ~7 9979. 23.0 940.0 1060.0 R 1088.0 915.0 1088.0 924.55 GR 7077.7 950.0 7077.7 955.0 R 1077.7 990.0 1077.7 1000.0 ~R 1077.7 1040.0 1077.7 1045.0 GR 1082.7 1067.5 1088.0 1075.45 H 4 0.040 940.0 0.100 ' 1 9984. 23.0 940.0 1060.0 GR 1088.0 915.0 7088.0 924.55 R 1077.7 950.0 1077.7 955.0 ~ R 1077.7 990.0 1077.7 1000.0 GR 1077.7 1040.0 1077.7 1045.0 ~R 1082.7 1067.5 1088.0 1075.45 1071.9 1050.0 7077.9 1055.0 1071.9 1060. 0 1082.2 7085.0 960.0 0.040 1085.0 300.0 300.0 300.0 1078.0 932.5 1073.0 940.0 1073.0 945. 0 7073.0 960.0 1073.0 970.0 1073.0 980. 0 1073.0 1010.0 1073,0 1020.0 1073.0 1030. 0 7073.0 7050.0 1073.0 1055.0 1073.0 1060. 0 1083.3 1085,0 960.0 0.040 1085.0 300.0 300.0 300.0 1079.2 932.5 1074.2 940.0 1074.2 945. 0 7074.2 960.0 1074.2 970.0 1074.2 980. 0 7074.2 1010.0 1074.2 1020.0 1074.2 1030. 0 7074.2 1050.0 1074.2 1055.0 1074.2 1060. 0 1084.5 1085.0 960.0 0.040 1085.0 300.0 300.0 300.0 7080.4 932.5 1075.4 940.0 1075.4 945. 0 1075.4 960.0 1075.4 970.0 1075.4 980. 0 7075.4 1010.0 1075.4 ~ 1020.0 1075.4 7030. 0 1075.4 7050.0 1075.4 1055.0 1075.4 1060. 0 1085.7 1085.0 960.0 0.040 1085.0 300.0 300.0 300.0 7081.5 932.5 1076.5 940.0 7076.5 945. 0 1076.5 960.0 1076.5 970.0 1076.5 980. 0 7076.5 1010.0 1076.5 1D20.0 7076.5 1030. 0 1076.5 1050.0 1076.5 7055.D 1076.5 7060. 0 1086.8 1085.0 PAGE 13 960.0 0.040 1085.0 279 279 279 -0.1 7082.7 932.5 7077.7 940.0 1077.7 945. 0 1077.7 960.0 1077.7 970.0 1077.7 980. 0 1077.7 1010.0 1077.7 1020.0 1077.7 1030. 0 1077.7 7050.0 1077.7 1055.0 7077.7 1060. 0 7088.0 1085.0 960.0 0.040 1060 0.075 1085.0 5 5 5 -0.1 1082.7 932.5 1077.7 940.0 1077.7 945. 0 1077.7 960.0 1077.7 970.0 1077.7 980. 0 7077.7 7010.0 1077.7 1020.0 1077.7 1030. 0 1077.7 1050.0 1077.7 1055.0 7077.7 7060. 0 1088.0 1085.0 Z~ li 4 0.040 940.0 0.100 960.0 0.040 1060 0.015 1085.0 ~ 1 10025. 23.0 940.0 7060.0 47 47 41 0.1 GR 1088.0 915.0 1088.0 924.55 1082.7 932.5 1077.7 940.0 1077.7 945.0 1077.7 950.0 1077.7 955.0 1077.7 960.0 1077.7 970.0 1077.7 980.0 1077.7 990.0 1077.7 1000.0 1077.7 1010.0 7077.7 1020.0 1077.7 1030.0 R 1077.7 1040.0 1077.7 1045.0 1077.7 1050.0 1077.7 7055.0 1077.7 1060.0 GR 1082.7 7067.5 1088.0 1075.45 1088.0 1085.0 ' NH 4 0.015 940.0 0.100 960.0 0.040 1060 0.015 7085.0 10030. 23.0 940.0 1060.0 5 5 5 0.1 ~ 1088.0 915.0 1088.0 924.55 1082.7 932.5 1077.7 940.0 ~on.~ 945.0 GR 1077.7 950.0 1077.7 955.0 1077.7 960.0 7077.7 970.0 1077.7 980.0 'R 1077.7 990.0 1077.7 1000.0 1077.7 1010.0 1077.7 1020.0 1077.7 1030.0 w ~ 1077.7 104~.0 1a77.7 1045.0 1077.7 1050.0 1077.7 1055.0 1077.7 1060.0 1082.7 1067.5 1088.0 1075.45 1088.0 1085.0 ~ 0.3 0.5 NH 4 0.015 940.0 0.100 960.0 0.040 .1060 0.015 1085.0 10096. 23.0 940.0 1060.0 66 66 66 0.40 ~ 7088.0 915.0 1088.0 924.55 1082.7 932.5 1077.7 940.0 1077.7 945.0 GR 1077.7 950.0 1077.7 955.0 7077.7 960.0 1077.7 970.0 1077.7 980.0 GR 7077.7 990.0 1077.7 1000.0 1077.7 1010.0 1077.7 1020.0 1077.7 1030.0 ~ 7077.7 1040.0 7077.7 1045.0 1077.7 7050.0 1077.7 1055.0 1077.7 1060.0 1082.7 1067.5 1088.0 1075.45 1088.0 1085.0 ~. 0.075 0.015 0.045 X1 10100. 23.0 937.5 1062.5 4 4 4 ^2 1089.8 915.0 1089.8 922.05 1084.5 930.0 7079.5 937.5 1079.5 945.0 1079.5 ~950.0 1079.5 955.0 1079.5 960.0 1079.5 970.0 7079.5 980.0 ~~~ 1079.5 990.0 1079.5 1000.0 7079.5 7010.0 1079.5 1020.0 1079.5 1030.0 GR 1079.5 1040.0 1079.5 1045.0 1079.5 1050.0 1079.5 1055.0 1079.5 1062.5 ~2 7084.5 1070.0 1089.8 1077.95 1089.8 iD85.0 04JUN04 09:53:05 PAGE 14 , uY 0.1 0.3 ~!,i 10106. 23.0 937.5 1062.5 6 6 6 'S~2 iD89.8 915.0 1089.8 922.05 1084.5 930.0 1079.5 937.5 1079.5 945.0 GR 10~9.5 950.0 1079.5 955.0 1079.5 960.0 1079.5 970.0 1079.5 980.0 1079.5 990.0 1079.5 1000.0 7079.5 1010.0 1079.5 1020.0 7079.5 1030.0 ~t 1079.5 1040.0 1079.5 1045.0 7079.5 1050.0 1079.5 1055.0 1079.5 1062.5 , GR 1084.5 1070.0 1089.8 1077.95 1089.8 1085.0 ~,BIKEWAY ROAD ADDED TO LEFT BANK OF CROSS SECTION (BASELlIDTH NEL! = 111 FT) ~H 4 0.015 951.5 0.100 957.5 0.040 1062.5 0.015 1085.0 ~ 10108. 23.0 951.5 1062.5 2 2 2 1~89.8 915.0 1089.8 922.05 1086.7 92fi.7 1086.7 940.7 1084.5 944 GR 1079.5 951.5 1079.5 955.0 1079.5 957.5 1~79.5 970.0 1079.5 980.0 t 1079.5 990.0 1079.5 1000.0 1079.5 1010.0 1079.5 1020.0 1079.5 ~ 7030.0 ~: 1079.5 1040.0 1079.5 1045.0 1079.5 1050.0 1079.5 1055.0 1079.5 1D62.5 GR 1084.5 1070.0 1089.8 1077.95 1089.8 1085.0 D ~~. OLINSTREAM FACE OF uIN CHESTER ROAD BRIDGE CROSSI NG 21 ~ BIKEWAY ROAD ADDEO TO LEFT BANK OF CRO55 S ECTION (BASENIDTH NEW = 11 7.5T) ~H 4 0.015 954.1 0.100 960.0 0.040 1065.5 0.015 1090.5 X1 10220. 23.0 954.7 1065.5 112 112 112 R 1090.2 915.0 1090.2 924.55 1084.9 932.5 7081.1 938.25 1081.1 952.25 ~R 1079.9 954.1 1079.9 955.0 7079.9 960.0 7079.9 970.0 1079.9 979.9 GR 1079.9 990.0 1079.9 1000.0 t079.9 1010.0 1079.9 1020.0 1079.9 7030.0 R 1079.9 1040.0 1079.9 1045.0 1079.9 1050.0 ~ 7079.9 1055.0 1079.9 7065.5 ~R 1084.9 10T3.0 1090.2 1081.00 1090.2 1090.5 VINCHESTER ROAD BRIDGE CROSSING BRIDGE DECK T HICKNESS = 4'6" ~ 14' WIDE BIKE TRAIL ADDED UNDER YINCHESTER BRIDGE (NEY BASE WIDTH = 171 FT) ~B 1.25 1.25 3 0 111.5 10 7799.0 2.4 1079.9 1080.4 ~OUNSTREAM FH CE OF uIN CHESTER BR]DGE BIKEWAY ROAD INCLUDED ON LEFT BANK OF THE CRO55 SECTION ~H 4 0.075 954.7 ~0.700 960.0 0.040 1060 0.015 1085.0 1 10335. 115 175 715 0.5 X2 t. 1090 1092 ~3 10 9IKEWAY ROAD ~ ADDED TO LEFT BANK 5 H 4 0.015 954.1 0.100 960.0 0.040 7070 0.015 109 .0 X1 10400. 23.0 954.1 1070.0 65 65 65 ~R 1090.9 915.0 7090.9 924.65 1085.6 932.6 1084.35 934.48 1084.35 948.48 R 1080.6 954.7 1080.6 955.0 1080.6 960.0 1080.6 970.0 1080.6 980.0 GR 1080.6 990.0 1080.6 1000.0 1080.6 1010.0 1080.6 1020.0 1080.6 7030.0 R 1080.6 1040.0 7080.6 1045.0 1080.6 1050.0 7080.6 1055.0 7080.6 1070.0 ~R 1085.6 1077.5 7090.9 7085.45 1090.9 1095.0 ~ 04JUN04 09:53:05 PAGE 15 , RETURN TO THE PREVI0~5 CLOMR MODEL NH 4 0.015 940.0 0.100 960.0 0.040 1090 0.075 1115.0 ~1 10510. 23.0 ~ 940.0 1090.0 710 770 110 0.5 R 1090.9 ' 915.0 1090.9 924.65 1085.6 932.6 1080.6 940.0 7080.6 945.0 R 1080.6 950.0 1080.6 955.0 1080.6 960.0 1080.6 970.0 1080.6 980.0 GR 1080.6 990.0 1080.6 1000.0 1080.6 1070.0 1080.6 7020.0 1080.6 1030.0 ~R 1080.6 7040.0 1080.6 1045.0 1080.6 1050.0 1080.6 1055.0 1080.6 1090.0 R 1085.6 1097.5 1090.9 1105.45 7090.9 1715.0 ~JH 3 0.040 940.0 0.100 960.0 0.040 1175.0 X1 10515. . 5 5 5 0.5 ~ 000 8000 T 2.0 8 ~H 3 0.040 954.0 0;100 974.0 0.040 1061.3 1 10700. 13 954 1046 185 185 185 GR 1092.0 938.7 1081.8 954 1081.8 960 1087.8 974 1087.8 980 R 1081.8 990 1081.8 1000 1061.8 1010 1081.8 1020 1081.8 1030 ~R 1081.8 1~ 1040 1081.8 1046 1092.0 7061.3 /N I ~ H 3 0.040 954.0 0.100 974.0 0.040 7061.3 X1 10968. 13 954 7046 268 268 268 R 1093.3 938.7 1083.1 954 7083.1 960 1083.1 ~R 1083.1 990 1083.1 7000 1083.1 1010 1083.7 GR 1083.1 1040 1083.1 1046 1093.3 1061.3 ~ H 3 0.040 954.0 0.100 974.0 0.040 1061.3 X1 11048. 13 954 1046 80 80 80 R 1093.7 926.7 1083.5 942 7083.5 954 7083.5 ~ R 1083.5 990 t083.5 1000 1083.5 1070 1083.5 GR 1083.5 1046 7083.5 1058 1093.7 1073.3 ~ H 3 0.040 954.0 0.100 974.0 0.040 1060.0 1 11148. 13 954 1046 100 100 100 R 1093.4 940 1084.1 954 1084.1 960 1084.1 _ R 1084.1 990 1084.7 1000 7084.1 1010 1084.1 GR 1084.1 7040 7084.7 1046 1093.4 7060 ~ NH 3 0.040 954.0 0.100 974.0 0.040 7060.0 7 11470. 13 954 7046 322 322 322 ~R 1095.0 940 1085.7 954 1085.7 960 7085.7 R 1085.7 990 7085.7 1000 1085.7 7010 1085.7 GR 1085.7 1040 1085.7 1046 1095.0 1060 ~ 04JUN04 09:53:05 ' NH 3 0.040 954.0 0.100 974.0 0.040 1060.0 ~1 11735. 13 954 1~46 265 265 265 R 1096.3 940 7087.0 954 1087.0 960 1087.0 GR 7087.0 990 1087,0 1000 1087.0 7010 7087.0 ~R 1087.0 1040 7087.0 1046 1096.3 7060 H 3 0.040 954.0 0.100 974.0 0.040 1060.0 ~1 11929. 13 954 1046 794 194 194 uR 1097.3 940 1088.0 954 1088.0 960 1088.0 GR 7068.0 990 1088.0 7000 1088.0 1010 t088.0 ~R 1088.0 1040 7088.0 1046 1097.3 7060 C 0.040 0.040 0.045 0.3 0.5 ~7 11930. 13 954 1046 1 1 1 GR 1097.3 940 7088.0 954 1088.0 960 1088.0 ~R 1088.0 990 1088.0 1000 1088.0 1010 1088.0 ~R 1088.0 1040 1088.0 1046 1097.3 1060 11935. 13 954 1046 5 5 5 ~ 1099.2 940 1089.9 954 1089.9 954.1 1089.9 GR 1089.9 990 1089.9 1000 1089.9 1010 1089.9 ~R 1089.9 1045.9 1089.9 7046 1099.2 1060 974 1083.1 980 1020 1083.1 1030 960 1083.5 974 7020 1083.5 1030 974 7084.1 980 1020 7084.1 1030 974 1085.7 980 10Z0 1085.7 1030 PAGE 16 974 7087.0 980 1020 7087.0 1030 974 1088.0 980 1020 1068.0 1030 974 1088.0 980 1020 1088.0 1030 974 1089.9 980 1020 1089.9 1030 2~ ~ ~1 17941. 13 954 7046 6 6 6 R 1099.2 940 1089.9 954 1089.9 960 1089.9 974 1089.9 980 GR 1089.9 990 1089.9 7000 1089.9 1010 1089.9 7020 1089.9 1030 ~R 1089.9 1040 1089.9 1046 1099.2 7060 C 0.03 0.7 0 3 H ~ 3 0.040 954.0 0.700 974.0 0.040 1060.0 1 11943, 13 954 1046 2 2 2 GR 1099.2 940 1089.9 954 1089.9 960 1089.9 974 1089.9 980 R ~ 1089.9 990 1089.9 1000 1089.9 1010 1089.9 1020 1089.9 1030 R 1089.9 1040 1089.9 1046 1099.2 1060 ~H 3 0.040 954.0 0.100 974.0 0.040 1060.0 X1 12100. 13 954 1046 157 757 157 R 1100.0 940 1090.7 954 1090.7 960 1090.7 974 1090.7 980 ~R 7090.7 990 1090.7 1000 1090.7 1010 1090.7 7020 7090.7 1030 R 1090.7 1040 1090.7 1046 1700.0 1060 ~ 04JUN04 09:53:05 PAGE 17 ~ H 3 0.040 954.0 0.700 974.0 0.040 1060.0 X1 12340. 13 954 1046 240 240 240 0. 0. ~R 7101.2 940 1091.9 954 1091.9 960 7091.9 974 1091.9 980 R 7091.9 - 990 1091.9 1000 1091.9 1010 1091.9 1020 1091.9 1030 GR 7091.9 1040 1091.9 1046 1101.2 1060 ' NN 3 0.040 954.0 0.700 974.0 0.040 7060.0 1 72500. 73 954 1046 760 160 160 0. 0. ~R 11DZ.0 940 1092.7 954 1092.7 960 1092.7 974 1092.7 980 R 109Z.7 990 1092.7 1000 1092.7 1010 7092.7 1020 1092.7 1030 GR 1092.7 1040 1092.7 1046 1102.0 1060 ' NH 3 0.040 954.0 0.700 974.0 0.040 1060.0 1 12800. 13 954 1046 300 300 300 0. ~ 0. ~R 1103.3 940 1094.0 954 1094.0 960 7094.0 974 1094.0 980 R 1094.0 990 1094.0 1000 1094.0 1010 1094.0 7020 1094.0 1030 GR 1094.0 1040 1094.0 1~46 7103.3 1060 ~ NH 3 0.040 954.0 0.100 974.0 0.040 1060.0 1 13040. 13 954 1046 240 240 240 0. 0. ~ R 1104.5 940 7095.2 954 1095.2 960 1095.2 974 1095.2 980 GR 1095.2 990 1095.2 1000 1095.2 1010 1095.2 1020 1095.2 1030 ~ft 1095.2 1040 1095.2 1046 1104.5 1060 NN 3 0.040 954.0 0.100 974.~ 0.040 iD60.0 ~1 13200. 13 954 1046 160 160 160 . R 1105.3 940 1096.0 954 1096.0 960 1096.0 974 1096.0 980 GR 1096.0 990 1096.0 1000 1096.0 7070 1096.0 1020 1096.0 1030 ~R 1096.0 1040 1096.0 1046 1105.3 1060 J 1 H 3 0.040 954.0 0.100 974.0 1 13320. 13 954 1046 120 GR 1105.9 940 1096.6 954 1096.6 R 1096.6 990 1096.6 1000 1096.6 ~R 1096.6 7040 1096.6 1046 1105.9 H G 0.015 954.0 0.700 974.0 . 1 13322. 13 954 1046 ~ 2 GR 1105.9 940 1096.6 954 1096.6 ~R 1096.6 990 1096.6 1000 7096.6 R 1096.6 1040 1096.6 1046 1105.9 ~ 04JUN04 09:53:05 ~ H 4 0.015 954.0 0.100 974.0 X7 13380. 13 954 1046 58 R 1105.9 940 1096.6 954 1096.6 ~ R 1096.6 990 1096.6 1000 1096.6 GR 1096.6 1040 1096.6 1046 1105.9 ~ H 4 0.015 950.0 0.100 970.0 X1 13417. 13 950 7050 37 ~R 1106.4 936 7097.1 950 1097.1 R 7097.1 990 7097.1 1000 1097.1 GR 7097.1 1040 1097.1 1050 1106.4 ' C 0.075 0.015 0.045 0.3 0.5 7 13418. 13 950 1050 1 ~R 1106.4 936 1097.1 950 1097.1 R 1097.1 99~ 1097.1 1000 1097.1 GR 1097.1 7040 1097.1 1050 1106.4 ' X1 13423. 73 950 1a5D 5 R 1106.4 936 1~97.1 950 1097.7 ~R 1097.7 990 1097.1 1000 1097.1 GR 1097.1 7040 1097.1 7050 1706.4 ~ C 0.075 X1 73424. 13 950 1050 1 R 7106.4 936 1097.1 950 1097.1 R~ 1097.1 990 1097.1 1000 1097.1 GR 1097.1 7040 1097.1 . 1050 1106.4 1 DONNSTREAM SIDE OF N. GENERAL KEARNY ROAD BRIDGE X1 13435. 73 950 7050 71 3 ~ 70 ~~ ,R 1107.5 936 7097.2 950 1097.2 GR 7097.2 990 1097.2 1000 1097.2 ~~R 1097.2 7040 1097.2 1050 1107.5 0.040 1060.0 ~ 720 120 960 1096.6 974 7096.6 980 7010 1096.6 1020 1096.6 1030 1060 0.040 7046.0 0.015 1060.0 2 2 960 1096.6 974 1096.6 980 1070 1096.6 1020 1096.6 1030 1060 PAGE 18 0.040 1046.0 0.015 1060.0 58 58 960 1096.6 974 1096.6 980 1010 1096.6 7020 1096.6 1030 1060 0.040 1050.0 0.075 - 1064.0 37 37 960 1097.1 970 1097.1 980 1010 1097.1 7020 1097.1 7030 1064 1 1 960 1097.7 970 1097.1 980 7010 7097.1 1020 7097.1 7030 1064 5 5 960 1097.1 970 1097.1 980 7010 7097.7 1020 1097.1 1030 1064 1 960 1 7097.1 970 1097.1 980 1010 1097.1 1020 7097.1 1030 1064 11 11 960 1097.2 974 1097.2 980 1070 1097.2 7020 1097.2 1030 1064 ~\ , ~B 7.25 7.5 3.0 150 100 l1PST REAM SIDE OF N. GENERAL KEARNY ROAD BRIDGE ONE 1'4" BRIDGE PIERS `1 13486. 57 "X2 1 1107.5 1173.8 ~3 10. 04JUN04 09:53:05 ~ 1 13491. 13 950 1050 5 ~R 1106.8 936 1097.5 950 1097.5 GR 1097.5 990 1097.5 1000 1097.5 ~R 1097.5 1040 7097.5 1050 1106.8 X1 13531. 13 953.4 1046.5 40 R 1110.6 939 1100.9 953.4 7097.7 ~ R 1097.7 990 1097.7 7000 1097.7 GR 1097.7 1046.5 7100.9 1046.6 7770.6 ~ C 0.045 X1 13532. 73 953.5 1046.5 1 R 1170.6 939 1700.9 953.4 1097.7 ,_ R 1097.7 990 7097.7 1000 7097.7 GR 7097.7 1046.5 1100.9 1046.6 7770.6 , 7 13543. 13 954 1046 11 R 1771.2 940 1701.9 954 1101.9 R 1101.9 990 1101.9 1000 1101.9 - R 1101.9 1040 1101.9 1046 1111.2 ' (1 13548. 13 954 1046 5 GR 1711.2 940 1107.9 954 1101.9 R 1101.9 990 1101.9 1000 1101.9 ~R 7707.9 1040 1101.9 1046 1117.2 ~C 0.1 0.3 H 4 0.015 954.0 0.100 974.0 X1 13550. 13 954 1046 2 R 1111.2 ~ 940 1101.9 954 1701.9 ~ R 1101.9 990 1101.9 7000 ~1101.9 GR 1101.9 1040 1101.9 1046 1111.2 ~ H 4 0.015 954.0 0.700 974.0 X7 13563. 13 954 1046 13 ~R 1171.2 940 1707.9 954 1101.9 R 1701.9 990 1101.9 1000 1101.9 GR 1701.9 1040 1107.9 7046 1111.2 i 3.3 1320 1.5 1097.7 1097.2 51 51 03 PAGE 19 5 5 960 1097.5 970 1097.5 980 7010 1097.5 1020 1097.5 1030 7064 40 40 953.5 7097.7 970 1097.7 980 7010 1097.7 1020 7097.7 1030 1061 1 1 953.5 1097.7 970 1097.7 980 7070 1097.7 1020 1097.7 7030 1061 11 71 960 1101.9 974 - 7101.9 980 7010 1101.9 1020 _ 7101.9 7030 1060 5 5 960 1101.9 974 1101.9 980 7010 1107.9 1020 7101.9 1030 1060 0.040 1046 0.015 7060.0 2 2 960 7101.9 974 1101.9 980 1010 7101.9 1020 1101.9 1030 1060 0.04D 1046 0.015 1060.0 13 13 0.07 960 1101.9 974 1101.9 980 1010 1101.9 1020 1101.9 1030 1060 ~ ' NH 3 0.040 954.0 0.100 974.0 0.040 1060.0 ~1 13565. 13 954~ 1046 2 2 2 R 1711.2 940 1101.5' 954 1101.9 960 1101.9 GR 1101.9 990 1107.5 iD00 1101.9 1010 1101.9 ~R 1101.9 1040 7707.L 1046 1111.2 1060 i 04JUN04 09:53:05 ' H 3 0.040 954.0 0.100 974.0 0.040 1060.0 1 13725. 13 940.0 1060.0 160 160 160 GR 1112.1 940.0 1102.H 954 7702.8 960 7102.8 R 1102.8 990 1102.8 7000 7102.8 1010 7702.8 ~R 1702.8 1040 1102.8 7046 1112.7 1060.0 H 3 0.015 954.0 0.100 974.0 0.040 1060.0 1 73800. 13 940.0 1060.0 75 75 75 GR 1172.5 928 1703.2 942 1703.2 954 1103.2 R 1103.2 990 1103.2 1000 1103.2 7010 1103.2 ~ R 1103.2 1040 1103.2 1046 1172.5 1060.0 H 3 0.~40 954.0 0.100 974.0 0.040 1060.0 1 13900. 13 940.0 1060.0 100 700 100 GR 1113.0 940.0 1103.7 954 1103.7 960 1103.7 ~R 1103.7 990 1103.7 1000 1103.7 1070 1103.7 R 1103.7 1040 7703.7 1046 1173.0 1060.0 ~H 3 0.040 954.0 0.100 974.0 0.040 1060.0 X1 14120. 73 940.0 1060.0 220 220 220 R 7114.7 940.0 1104.8 954 7104.8 960 1104.8 ~R 1104.8 990 1104.8 1000 1104.8 7010 1104.8 R 1104.8 1040 1104.8 1046 1714.1 1060.0 ~IN 3 0.040 954.0 0.100 974.0 0.040 1060.0 X1 14320. 13 940.0 1060.0 200, 200 200 R 1175.7 940.0 7705.8 954 1705.8 960 1105.8 R 1105.8 990 1105.8 1000 1105.8 1010 1105.8 R 1105.8 704~ 1105.8 1046 1115.1 1060.0 L H 3 0.040 954.0 0.100 974.0 0.040 1060.0 X7 14520. 73 940.0 1060.0 200 200 200 R 1116.1 940.0 1106.8 954 1706.8 960 1106.8 ~ R 1106.8 990 1106.8 1000 1106.8 1010 1106.8 GR 1106.8 7040 1106.8 1046 7116.1 7060.0 ~ H 3 0.040 954.0 0.100 974.0 0.040 1060.0 X1 14720. 13 940.0 1060.0 Z00 200 200 ~R 1117.1 940.0 1107.8 954 1107.8 960 1107.8 R~ 1107.8 990 1107.8 1000 1107.8 1010 1107.8 GR 1107.8 1040 1107.8 1046 1117.1 1060.0 ' 0.08 974 1101.9 980 1020 1101.9 1030 PAGE 20 974 1102.8 980 1020 1102.8 7030 960 1103.2 974 1020 7103.2 1030 974 7103.7 980 7020 7703.7 1030 0. 0. 974 1104.8 980 1020 1104.8 1030 0. 0. 974 1105.8 980 1020 1105.8 1030 0. 0. 974 1106.8 980 1020 1106.8 1030 0. 0. 974 1107.8 980 1020 1107.8 1030 33 , 04JUN04 09:53:05 r N 3 0.040 954.0 0.100 974.0 ~1 14928. 13 954 1046 208 ~GR 1118.2 940 7708.9 954 7708.9 GR 1108.9 990 1708.9 7000 1708.9 ~R 1108.9 1040 1108.9 7046 1118.2 C 0.015 0.015 0.045 1 14930. 13 954 1046 2 GR 1178.2 940 7708.9 954 1108.9 R 1108.9 990 1708.9 1000 1108.9 ~R 1108.9 1040 7108.9 1046 1118.2 C 0.3 0.5 1 14971. 13 954 1046 41 GR 1121.3 940 1112 953.9 1109.1 R 1109.7 990 1109.1 1000 1109.1 ~R 1109.7 1046 7112 1046.1 1127.3 C ~ 0.040 0.030 i 74980. 13 954 7046 9 GR 7121.9 940 1112.6 954 1772.6 ~R 1112.6 990 1112.6 7000 1772.6 R 1112.6 7040 1112.6 1046 1121.9 ~t 14986. 73 954 7046 6 GR 1127.9 940 ~ 1112.6 954 1112.6 R 1172.6 990 1112.6 1000 1112.6 ~R 1112.6 7040 1712.6 1046 1121.9 C 0.1 0.3 ~ H 3 D.D40 954.0 0.700 974.0 X1 14988. 13 954 1046 2 R 1121.9 940 7112.6 954 1712.6 ~R 1112.6 990 1112.6 1000 1112.6 R 1112.6 1040 1112.6 1046 7721.9 ~ H 3 0.040 954.0 0.100 974.0 X1 15220. 13 . 954 1046 232 R 7723.1 940 1113.8 954 1113.8 ~R 1113.8 990 1113.8 1000 1113.8 GR 1113.8 1040 1113.8 7046 1123.1 , 04JUN04 09:53:05 ~ ' NH 3 0.040 954.0 0.100 974.0 1 15460. 13 954 1046 240 ~R 1124.3 940 1115.0 954 7115.0 PAGE 21 0.040 1060.0 208 208 960 7708.9 974 1108.9 980 1070 1108.9 1a20 1108.9 1030 1060 2 2 960 1708.9 974 1108.9 980 1010 1108.9 1020 1108.9 1030 7060 41 41 954 1709.1 960 1109.1 974 1010 7109.1 1020 1109.1 1030 7060 9 9 960 1112.6 974 1112.6 960 1010 1112.6 7020 1112.6 1030 1060 6 6 960 1112.6 974 7112.6 980 7010 7712.6 1020 7112.6 1030 1060 0.04D 7060.0 2 2 960 1112.6 974 7112.6 980 1010 1112.6 1020 7112.6 1030 1060 0.040 1060.0 232 232 960 1113.8 974 1113.8 980 1010 1113.8 1020 7113.8 1030 1060 PAGE 22 0.040 1060.0 240 240 0. 0. ~ 960 1115.0 974 1175.0 980 , GR 1115.0 990 1775.0 7000 1115.0 1010 1115.0 1020 1115.0 1030 ~ 1115.0 1040 7775.0 1046 1124.3 1060 3 0.040 954.0 0.100 974.0 0.040 1060.0 1 15660. 13 954 1046 200 200 200 0. 0. GR 1125.3 940 1116.0 954 1116.0 960 1116.0 974 1116.0 980 R 1176.0 990 1116.0 1~00 1716.0 1010 1116.0 1020 1176.0 1030 ~R 1176.0 1040 1116.0 1046 1125.3 1060 H ~ 3 0.040 954.0 0.700 974.0 0.040 1060.0 1 15870. 13 954 1046 210 210 210 GR 1126.4 940 1117.1 954 1117.1 960 1717.1 974 1117.1 980 R 1117.1 990 1117.1 1000 1117.1 1010 7717.7 1020 1117.1 1030 ' R 7117.1 1040 1117.1 1046 7126.4 1060 H ~ 3 0.040 954.0 0.100 974.0 0.040 1060.0 t 75974. 13 954 1046 104 104 104 . 0.5 GR 1126.4 940 1117.7 954 1117.1 960 1117.1 974 1117.1 960 R 1117.7 990 1117.1 1000 1177.1 1010 1117.1 1020 1117.1 1030 ~ R 1117.1 7040 1177.7 1046 1126.4 7060 H 3 0.015 954.0 0.100 974.0 0.040 7060.0 1 15978. 13 954 1046 4 4 4 0.5 GR 1726.4 940 1117.1 954 1117.7 960 1117.1 974 1117.1 980 ~R 1117.1 990 1117.1 1000 1717.1 1010 7117.1 7020 1117.1 7030 R 1177.7 7040 1117.1 1046 1726.4 7060 ~H 3 0.015 954.0 0.100 974.0 0.040 1060.0 X1 16085. 13 954 1046 707 107 107 R 1127.5 940 1118.2 954 1118.2 960 7178.2 974 1718.2 980 ~ R 1718.2 990 1118.2 1000 1118.2 1010 1118.2 1020 1118.2 7030 R 1778.2 7040 1118.2 1046 1727.5 7060 L H 3 0.015 954.0 0.100 974.0 0.040 1060.0 X1 16790. 13 954 1046 705 705 105 R 1128.0 928 1118.7 942 1718.7 954 7718.7 960 1118.7 974 ~R 1118.7 990 1178.7 7000 1118.7 1010 1118.7 1020 1118.7 1030 GR 1118.7 7040 1118.7 1046 7728.0 1060 ~ PAGE 23 04JUN04 09:53:05 ' NH 3 0.015 954.0 0.100 974.0 0.040 1060.0 1 76280. 13 954 1046 90 90 90 ~R 1128.4 940 1119.1 954 7119.1 960 1719.1 974 1119.1 980 R 1119.1 990 1119.1 1000 1119.7 1070 1179.1 1020 1119.1 1030 GR 1779.1 7040 1779.1 7046 1128.4 1060 ~ ~ NL 0.015 0.015 0.045 7 16285. 13 954 1046 5 5 5 ~ R 1128.4 940 7119.1 954 1119.1 960 7119.1 974 1119.1 980 3~ _ ' __ GR 1119.7 990 1119.1 1000 1119.7 1010 1179.1 1020 7119.1 1030 ~R 1179.1 1040 1119.1 1046 1128.4 1060 1 16344. 13 954 1046 59 59 59 0. 0. ~ R 1134.0 939.4 7724.3 954 1119.5 954.1 1719.5 974 1119.5 980 GR 1119.5 990 7719.5 7000 1119.5 1010 1119.5 1020 1179.5 1030 ~R 1119.5 1045.9 7124.3 1046 1134.0 1060.6 NC 0.3 0.5 ~1 16360. 13 954 1046 ~ 16 16 16 R 1134.8 940 7725.5 954 1125.5 960 1125.5 974 1125.5 980 GR 1125.5 990 7725.5 1000 1125.5 1010 1125.5 1020 1125.5 1030 ~R 1125.5 1040 1125.5 1046 1134.8 1060 1 16366. 13 954 1046 6 6 6 ~R 1134.8 940 1125.5 954 1125.5 960 1125.5 974 1125.5 980 R 7125.5 990 1125.5 7000 1125.5 1010 7125.5 1020 1125.5 1030 GR 1125.5 7040 1125.5 1046 1134.8 1060 ' X1 16370. 13 954 1046 4 4 4 R 1134.9 940 1725.6 954 1125.6 960 1125.6 974 1125.6 980 ~R 1125.6 990 1125.6 1000 1125.6 1010 1125.6 1020 1125.6 1030 R 7125.6 1~40 1125.6 1046 1134.9 1060 ~ C 0.015 0.7 0 3 %1 16372. 13 954 1046 2 2 2 I R 1734.9 940 1125.6 954 1125.6 960 1125.6 974 1125.6 980 ~R 1125.6 990 1725.6 1000 1125.6 1010 1125.6 1020 1125.6 1030 GR 1125.6 1040 1125.6 7046 1134.9 1060 ' INEiFECTIVE FL OW ASSUMED FOR RHMP AREAS . X1 16418. 13 954 7046 46 46 46 R 1135.2 940 1725.9 954 1125.9 960 1125.9 974 7725.9 980 ~R 1125.9 990 1125.9 1000 1125.9 7010 1125.9 7020 1125.9 1030 GR 1125.9 1040 1125.9 7046 7135.2 1060 ~ 04JUN04 09:53:05 PAGE 24 ~ NC 0.045 INEFFECTIVE fLOW ASSUMED FOR RAMP AREAS 1 16473. 73 954 1046 55 55 55 GR 1135.4 940 1126.1 954 1726.1 960 1126.1 974 1126.1 980 R 1126.1 990 1126.1 1000 1126.1 1010 1126.1 1020 1126.1 1030 ~R 1126.1 7040 1126.1 1046 1135.4 1060 H 3 0.040 954.0 0.100 974.0 0.040 1060.0 1 16515. 13 954 1046 42 42 42 GR 1135.7 940 1726.4 954 7726.4 960 1726.4 974 1126.4 980 R 1126.4 990 1126.4 1000 1126.4 1010 1126.4 1020 1126.4 1~30 ~R 1126.4 1040 1126.4 1046 1135.7 1060 ~ ~ ~ H 3 0.040 954.0 0.100 974.0 0.040 1060.0 X1 16620. 13 954 ~ 1046 105 105 705 R 1136.4 940 1127.7 954 1127.1 960 7127.1 974 1127.1 980 ~ R 1127.7 990 1127.7 1000 1127.1 1010 1127.1 1020 1127.7 1030 GR 1127.7 1040 1127.7 1046 1736.4 1060 ~ H 4 0.045 958.6 0.700 978.6 0.040 10G1.4 0.045 1060.0 X1 16630. 13 958.6 1047.4 10 10 10 R ~ 1136.4 940 1127.7 958.6 1127.7 960 1127.7 978.6 1127.1 980 R 1127.1 - 990 1127.1 1000 1127.1 1010 1127.1 1020 1127.1 1030 GR 1127.7 1040 1127.7 1047.4 1136.4 1060 ~ H 5 0.0300 940 0.045 952 0.1 972 0.040 1042 0.045 H 1062 ~1 76700 8 952 1042 70 70 70 R 1138 815 1137 920 1133.5 940 1127.5 952 1127.5 972 GR 7727.5 7000 1127.5 1042 1737.5 1062 ~ NH 6 0.0300 942.4 0.045 954.0 0.100 974.0 0.040 1046 0.045 N 1064.8 0.040 1085 ~i 16800. 10 954 1046 100 100 100 R 7138.4 780 1134.2 942.4 1128.4 954 1128.4 974 1728.4 1000 GR 7728.4 1040 7128.4 1046 1137.8 1064.8 1138.1 1080 1140 1085 ' NH 4 0.0300 942.4 0.045 954.0 D.045 1064.8 0.040 1085 7 76802. 10 954 1046 2 2 2 ~R 1138.4 780 1134.2 942.4 1128.4 954 1128.4 974 1128.4 1000 GR 1128.4 7040 1128.4 1046 1737.8 1064.8 1138.1 1080 7740 - 1085 ' 04JUN04 09:53:05 PAGE 25 ' NN 4 0.0300 942.4 0.045 954.0 0.045 1064.8 0.040 1085 1 16834. 10 954 1046 32 32 32 R 1138.7 780 1134.4 942.4 7728.7 954 7128J 974 7128.7 1000 R 1128.7 1040 1128.7 1046 1138.0 7064.8 1138.3 1080 1140 1085 , H 2 O.0300 900 0.045 1090 X1 76880 9 905 1072 46 46 46 0.85 R 1138 760 1137 770 1135 880 7134.5 900 1732.2 905 ~ R 1132.2 950 1132.2 1000 1732.2 1072 1140 1090 ~C 0.016 0.016 0.016 DOWNSTREAM SIDE OF 57 JOS EPH'S ROAD X7 76890. . 9 760 1040 10 70 10 0.85 ~4 1 1136.2 745 R 7146.0 700 1135.7 730 7135.6 760 1135.4 920 1134.0 970 GR 7734.0 1000 1133.8 1040 1135.7 1730 1738.4 7300 ~ 3~ ~ UP STREAM SIDE OF ST JOSEPH'S ROAD ~1 16930. 9 920 1040 40 R 1146.0 700 1135.7 730 1135.6 GR 1134.0 1000 1133.8 1040 1135.7 ~ NC 0.030 0.03 0.032 7 77430 20 1965 2765 450 ~R 1148.0 1110 1144.0 1160 1140.0 R 7140.0 1470 7140.0 1552 1140.0 GR 1740.0 1870 1140.0 1915 1140.0 ~R 1740.0 2165 1142.0 2257 1144.0 1 17880 22 1902 2090 450 ~ R 1756.0 1000 1152.0 1040 1148.0 GR 1144.0 1350 1144.0 1460 1144.0 R 1744.0 1835 1144.0 1902 1144.0 ~R 1744.0 2090 1144.0 2155 1145.3 R 1152.0 2535 1156.0 2560 `C 0.040 0.040 0.050 X1 18280 20 1865 2025 415 R 1160.0 1200 1156.0 1290 1152.0 ~R 1146.4 1625 1145.6 1745 1144.8 R 1144.0 2010 1148.0 2025 1149.0 GR 1148.0 2370 1149.3 2490 1150.7 ~ 04Jt1N04 09:53:05 ' 1 78710 13 1960 2100 430 ~R 1168.0 1270 7160.0 7310 1756.0 R 1152.0 1720 7752.5 1880 1152.0 GR 1151.5 2100 1752.0 2480 1156.0 , 1 ' 04JUN04 09:53:05 SECNO DEPTH CLISEL CRILlS NSELK EG ~ 0 OLOB OCH aR08 ALOB ACH TIME VLOB VCH VROB XNL %NCH SLOPE %LOBL XLCH %LOBR ITRIAL IDC ' *PRO F 1 ~ CHV = .100 CEHV= 300 7490 NH CARD USED 'SECNO 3100.0 00 530 MANNINGS N VAWES f OR CHANNEL COMPOSITED CONFLUENCE WI TH MURRIETA CREE K E% ISTING CONC RETE CHANNEL FROM 3100 TO 756 ~ 31 00.000 11.20 1 022.00 .00 1022.00 1024,77 40 40 0.85 760 1135.4 920 1734.0 970 1130 1138.7 1300 520 500 1190 1140.0 1283 1140.0 1376 7635 1140.0 1705 1140.0 1787 1965 1137.2 2000 1140.0 2050 2350 1146.0 2457 1148.0 2565 450 450 1080 1144.0 1190 1144.0 1270 1570 1144.0 1680 N44.0 1790 1970 1140.4 2000 11G4.0 2030 2270 7146.7 2385 1148.0 2500 385 400 1335 1148.0 1385 1147.2 7505 1865 1744.0 1985 1143.1 2000 2080 7148.0 2176 1148.0 2273 2610 1752.0 2730 1156.0 2760 PAGE 26 430 430 1340 1152.0 1440 1151.0 1600 7960 1148.0 7975 1748.0 2020 2760 PAGE 27 HV HL OLOSS L-BANK ELEV AROB VOL TNA R-BANK ELEV XNR LlTN ELMIN SSTA ICONT CORAR TOPWID ENDST 2.77 .00 .00 1023.80 ~ , 10000.0 .0 10000.0 .0 .0 748.2 .0 .0 .0 1023.80 ' .00 .00 73.37 .00 .000 .030 .000 .000 1010.80 7958.20 .004404 SDO. 500. 500. 0 0 0 .00 83.60 2041.80 ~SECNO 2750.000 . 2750.000 11.42 1023.63 .00 .00 1026.27 2.64 1.48 .O1 1025.21 ' 10000.0 .0 10000.0 .0 .0 766.4 .0 6.1 .7 1025.21 .Ot .00 13.05 .00 .000 .030 .000 .000 1012.27 1957.87 .004081 350. 350. 350. 2 0 0 .00 84.25 2042.13 ~SECNO 2400.000 2400.000 11.45 1025.07 .00 .00 1027.69 2.63 1.42 .00 1026.62 ~ 10000.0 .0 10000.0 .0 .0 768.8 .0 12.3 1.4 1026.62 .01 .00 13.01 .00 .000 .030 .000 .000 7013.62 1957.83 .004040 350. 350. 350. 2 0 0 .00 84.34 2042.17 LSECNO 2350.000 '302 LIARNING: CONVEYANCE LHANGE Ol1TSIDE OF ACCEPTABLE RANGE, KRAT10 = 1.96 2350.000 11.30 1025.10 .00 .00 1027.81 2.72 .09 .03 1025.30 ' 70000.0 .0 10000.0 .0 .0 756.3 .0 13.1 1.4 1025.30 .02 .00 13.22 .00 .000 .015 .000 .000 1013.80 1958.06 .001054 50. 50. 50. 3 0 0 .00 83.89 2041.94 'SECNO 2000.000 ~307 HV CHANGED MORE THAN HVINS ' 04JUN04 09:53:05 PAGE 28 SECNO DEPTH CWSEL CRINS IJSELK EG NV HL OLOSS L-BANK ELEV , 0 OL09 aCH ~R08 ALOB ACH AROB VOL TNA R-BANK ELEV TIME VLOB VCH VROB %Nl XNCH %NR ~N7N ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPNID ENDST ~185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUME~ ~ 2000.000 9.68 1024.89 1024.89 .00 1028.87 3.98 .48 .38 1026.71 10000.0 .0 10000.0 .0 .0 624.3 .0 18.7 2.1 1026.71 .02 .00 16.02 .00 .000 .015 ~ .000 .000 1015.21 1960.49 ' .001828 350. 350. 350. 4 11 0 .00 79.03 2039.51 *SECNO 1650.000 ~685 20 TRIALS ATTEMPTED uSEL,CLlSEL 693 PROBABLE MINIMLIM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED , 1650.000 9.67 1026.29 1026.29 .00 1030.28 3.99 .64 .00 1028.72 70000.0 .0 10000.0 .0 .0 624.0 .0 23.7 2.7 1028.12 .~3 .00 16.02 .00 .000 .015 .000 .000 1016.62 1960.49 , .001830 350. 35~. 350. 20 5 0 .00 79.02 2039.57 ~ , ,SECNO 7550.000 685 20 TRIALS ATTEMPTED NSEL,C4'SEL 3693 PR08ABLE MINIMIIM SPECIFIC ENERGY 720 CRITILAL DEPTH ASSUMED ~ 1550.000 9.69 1026.79 1026.79 70000.0 .0 10000.0 .0 .03 .00 76.00 .00 ' .001821 100. 700. 100. SECNO 1200.000 685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUME~ 1200.OD0 9.68 1028.19 1028.19 10000.0 .0 70000.0 .0 .D4 .00 16.00 .00 ' .001822 350. 350. 350. SECNO 800.000 '685 20 TRIALS ATTEMPTED IJSEL,CNSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY ~720 CRITICAL DEPTH ASSUMED 800.000 9.68 1029.81 1029.61 10000.0 .0 10000.0 .0 .D4 .00 16.00 .00 ' .001822 400. 400. 400. ~ 04J11N04 D9:53:05 , SECNO DEPTH CLISEL CRIUS 0 OLOB ~CH OROB TIME VLOB VCH VROB , SLOPE %LOBL XLCH XLOBR SECNO 340.000 ~685 20 TRIALS ATTEMPTED WSEL,CWSEL 693 PROBABLE MINIMl1M SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED ' 340.000 9.68 1031.78 1031.78 10000.0 .0 10000.0 .0 .OS .00 16.00 .00 , ,001822 460. 460. 460. *SECNO 260.000 ~685 20 TRIALS ATTEMPTED uSEL,CLISEL 693 PROBABLE MINIMl1M SPECIFIL ENERGY 3720 CRITICAL DEPiH ASSUMEO , 260.000 9.68 1035.28 1035.28 10000.0 .0 10000.0 .0 .OS .00 16.00 .00 ' .001822 80. 80. B0. .00 1030.76 3.97 .18 .00 1027.10 .D 625.2 .0 25.1 2.9 1027.70 .000 .015 .000 .000 1017.10 1960.47 20 5 0 .00 79.06 2039.53 .00 1032.17 3.98 .64 .00 1028.51 .0 624.9 .0 30.1 3.6 1028.51 .000 .015 .000 .000 7018.51 1960.47 20 5 0 .00 79.05 2039.53 .00 1033.79 3.98 .73 .00 ~1030. 13 .0 624.9 .0 35.9 4.3 7030. 13 .000 .015 .000 .000 1020.13 1960. 47 20 5 0 .00 79.05 2039. 53 WSELK EG HV HL OLO55 L-BANK ELEV ALOB ACH AR08 VOL TL1A R-BANK ELEV XNL XNCN XNR NTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPVlID ENOST .00 1035.76 3.98 .84 .00 1032.10 .0 624.9 .0 42.5 5.1 1032.10 000 .015 .000 .000 1022.10 1960.47 20 5 0 .00 79.05 2039.53 .00 1039.26 3.98 .15 .00 1035.60 .0 624.9 .0 43.6 5.3 1035.60 .000 .075 .000 .000 7025.60 7960.47 20 5 0 .00 79.05 2039.53 PAGE 29 ~ ' ~SECNO .000 685 20 TRfALS ATTEMPTED IJSEL,CWSEL 3693 PROBABLE MINiMUM SPECIFIL ENERGY 720 CRITICAL DEPTH ASSUMED ~ .000 9.68 1038.08 7038.08 .00 1042.06 3.98 .47 .00 1038.40 10000.0 .0 10000.0 .0 .0 624.9 .0 47.4 5.7 1038.40 .06 .00 16.00 .00 .000 .015 .000 .000 7028.40 1960.47 ' .001822 260. 260. 260. 20 5 0 .00 79.05 2039.53 SECNO 350.000 ~ 685 20 TRIALS ATTEMPTED NSEL,CNSEL 3693 PROBABLE MINIMl1M SPECIFIC ENERGY 720 LRITICAL DEPTH ASSUMED ~ 350.000 9.68 1047.89 1041.89 .00 1045.86 3.98 .64 .00 1042.20 70000.0 .0 10000.0 .0 .0 624.9 .0 52.4 6.4 1042.20 .Ob .00 76.00 .00 .000 .015 .000 .000 7032.20 1960.47 , .001822 350. 350. 350. 20 5 0 .00 79.05 2039.53 SECNO 699.000 ~ 685 20 TRINLS ATTEMPTED NSEL,LNSEL 3693 PROBABLE MINIMUM SPELIFIC ENERGY ~ 04Jt1N04 09:53:05 PAGE 30 ' SELNO DEPTH CNSEL LR[NS NSELK EG HV HL OLOSS L-BANK ELEV ~ aLOB OCH ~R06 ALOB ALH AROB VOL TLIA R-BANK ELEV TIME VLOB VCH VROB J(NL %NCH XNR WTN ELMIN SSTA ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPNID ENDST 720 CRITICAL DEPTH ASSUMED ~ 699.000 9.68 1045.68 1045.68 .00 1049.66 3.98 .64 .OD 1046.00 iD000.0 .0 10000.0 .0 .0 624.9 .0 57.4 7.0 1046.OD .07 .00 16.00 .00 .000 .015 .000 .000 1036.00 1960.47 ' .007822 3G9. 349. 349. 20 5 0 .00 79.05 2039.53 CNV= .100 CENV= .300 ~SECNO 756.000 3307 HV CHANGED MORE THAN HVINS ~ ' 3302 UARNING: LONVEYANCE CHANGE OUTSIDE Of ACCEPTABLE RANGE, KRATIO = 1.65 ' 756.000 10.07 1049.47 .00 .00 1050.06 .59 .Ob .34 1039.43 10000.0 585.5 8805.1 609.4 _ 75.5 1477.3 82.0 58.9 7.2 1039.43 .07 7.75 5.96 7.44 .015 .030 .015 .000 1039.40 3004.95 ' .000668 57. 57. 57. 4 0 0 .00 178.87 3183.82 'SECNO 799.000 DONNSTREAM FACE OF WE57 I-15 RAMP 799.000 9.69 1049.49 .00 .00 1050.09 .60 .03 .00 1039.80 10000.0 287.2 9425.6 287.2 46.3 1511.4 46.3 60.5 7.3 1039.80 ' .07 6.21 6.24 6.21 .015 .030 .075 .000 1039.80 ~ 912.45 1 .000767 43. 43. 43. 2 0 ' ~PECIAL BRIDGE SB XK %KOR - COF~ RDLEN BWC 9WP BAREA 1.25 1.45 3.00 .00 155.00 7.50 2300.00 0 .00 175.70 1087.55 55 ELCHU ELCHD 1.00 1039.80 1039.80 ~SECNO 827.000 7860 XLLEL OF 1055.00 EXCEEDS RDEL OF 1054.00 ~LASS A LOW FLOW 3420 BRIDGE W.S.= 1049.42 9RIDGE VELOCITY= 6.62 CALCULATED CHANNEL AREA= 1511. ~ 04JUN04 09:53:05 ~ ' SECNO DEPTH LNSEL CRiL15 NSELK EG NV HL OLOSS L-BANK ELEV ~ OLOB ~LH ~ROB ALOB ACH AROB VOl TVA R-BANK ELEV TIME VLOB VCH VROB XNL I(NLH XNR NTN ELMIN SSTA ' SLOPE %LOBL XLCH RL09R ITRIAL IDC ICONT CORAR TOPLIID ENDST ~ ' EGPRS EGLWC H3 ~NEIR OLOLI BAREA TRRPEZO[D ELLC ELTRD NEIRLN AREA .00 1050.17 .09 0. 10000. 2300. 2296. 7054.00 1056.00 0. ' 827.000 9.78 1049.58 .00 .00 7050.77 .59 .08 .00 1039.80 ' 10000.0 289.6 9420.7 289.6 47.7 1525.1 47.7 61.5 7.5 1039.80 .07 6.15 6.18 6.15 .015 .030 .015 .000 1039.80 912.36 .000744 28. 28. 28. 0 0 0 .00 175.28 1087.64 ISECNO 877.000 DOUNSTREAM FFCE OF SOUTH BOUND 1-75 BRIDGE ~ ' 877.OD0 9.24 7049.54 .00 .00 1050.25 .71 .04 .04 1040.30 70000.0 271.8 9456.4 277.8 40.8 1397.6 40.8 63.3 7.7 1040.30 .08 6.66 6.77 6.66 .015 .030 .015 .000 1040.30 912.75 ' .000963 50. 50. 50. - 2 0 0 .00 168.99 7087.73 ~PECIAL BRIDGE 58 XK %KOR COF~ RDLEN BVJC BWP BAREA SS ELCHU .ELCHD , 1.25 1.60 3.00 .00 t55.00 17.50 2300.00 1.00 1040.30 7040.30 "SECNO 946.000 LA55 A LOW FLOW 420 BRIDGE L1.5.= 1049.37 BRIDGE VELOCITY= 7.58 CALLULATED CHANNEL AREA= 1320. , EGPRS EGLVC H3 ~WEIR ~LOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 7050.48 .27 0. 10000. 2300. 2154. 1054.50 1056.50 0. PAGE 31 ' ~v , 946.000 9.51 1049.81 .00 .00 1050.48 .67 .23 .00 1040.30 ~ 70000.0 279.4 9441.2 279.4 43.2 7438.9 43.2 65.7 7.9 1040.30 .OS 6.46 6.56 6.46 .015 .030 .015 .000 1040.30 912.49 .000871 69. 69. 69. 0 0 0 .00 169.57 1081.99 ' 'SECNO 999.000 ' DOWNSTREAM FACE OF NORTN BOUND I-15 BRIDGE 999.000 8.78 7049.78 .00 .00 1050.57 .79 .OS .04 7041.00 10000.0 256.6 _9486.7 256.6 36.6 7327.9 36.6 67.4 8.7 7041.00 .08 7.02 7.14 7.02 .015 .030 .015 .000 7041.00 913.25 ' .001149 53. 53. 53. 2 0 0 .00 767.99 1087.23 , 04JUN04 09:53:05 , SECNO DEPTH CNSEI CRIWS NSELK EG HV HL OLOSS L-BANK ELEV ~ ~LOB CCH ~ROB ALOB ALH AR08 VOL TWA R-BANK ELEV TIME VLOB VCH VROB %NL XNCH I(NR WTN ELMIN SSTA ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPLIID ENDST ~PECIAL BRIDGE SB XK XKOR COF~ RDLEN BNC BWP BAREA SS ELCHU ELCHD ' 1.25 1.60 3.00 .00 755.00 17.50 2300.00 1.00 1047.00 1041.00 *SECNO 1068.000 ~LASS A LON FLOLI 3420 BRIDGE u.5.= 1049.57 BRIDGE VELOLITY= 8.05 CALCULATEO CHANNEL AREA= 1242. ' EGPRS EGLWC H3 OLIEIR. ~LOW BHREF TRAPEZOID ELLC ELTRD LlEIRLN NREA .00 1050.84 .33 0. 10000. 2300. 2171. 7055.30 1057.30 0. ' 1068.000 9.11 1050.71 .00 .00 1050.84 .73 .27 .00 1041.00 ' 10000.0 265.9 9468.2 265.9 39.4 1378.4 39.4 69.7 8.4 1041.00 .08 6.75 6.87 6.75 .075 .030 .015 .000 1041.00 912.93 .001017 69. 69. 69. 0 0 0 .00 168.62 1087.55 ~SECNO 7763.000 DOLINSTREAM FACE OF EAST I-75 RAMP , 1763.000 8.90 7050.20 .00 .00 1050.94 .74 .70 .00 1041.40 10000.0 213.3 9573.4 213.3 32.9 7383.4 32.9 72.9 8.8 1041.40 .09 6.49 6.92 6.49 .015 .030 .015 .000 1041.30 902.33 ' .001064 130. 95. 60. 0 ~ 0 0 .00 171.03 1073.36 ~PECIAL BRIDGE SB XK XKOR COF~ RDLEN BNC BNP BAREA SS ELCHU ELCHD ' 1.25 1.45 3.00 .00 156.00 17.50 2200.00 1.00 1041.30 1041.30 PACE 32 ~ , *SECNO 1791.000 ,LASS A LON FLON 3420 BRIDGE N.S.= 7049.95 BRIDGE VELOCITY= 7.85 CALCULATED CHANNEL AREA= 1273. ~EGPRS EGLLIC H3 ~WEIR ~LOL1 BAREA TRAPE20ID ELLC ELTRD NEIRLN AREA ' .00 1051.19 .30 0. 10000. 2200. 2002. 7054.50 1056.50 0. 1791.000 9.20 1050.50 .00 .00 1051.19 .69 .25 .00 1041.40 ' 10000.0 220.0 9560.0 220.0 35.0 1428.1 35.0 73.8 8.9 1047.40 .09 6.28 6.69 6.28 .015 .030 .075 .000 1041.30 902.09 .000955 28. 28. 28. 0 0 0 .00 171.51 1073.60 ' 1 ' 04Jt1N04 09:53:05 PAGE 33 SECNO DEPTH CWSEL CRIWS NSELK EG HV HL OLOSS L-BANK ELEV , ~ ~LOB ~CH OR09 ALOB ACN AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH %NR LITN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL iDC ILONT CORAR TOPNID ENDST ~SECNO 1296.000 1296.000 8.47 1050.47 .00 .00 1051.37 .90 .12 .06 1042.25 ' 10000.0 498.5 9056.9 444.6 52.2 1224.4 48.8 77.2 9.3 1042.20 .09 9.54 7.40 9.17 .015 .030 .015 .000 1042.00 3000.48 .001297 70. 105. 140. 2 0 0 .00 169.36 3169.84 , *SECNO 1448.000 ~307 HV CHANGED MORE THAN NVINS ,302 NARNING: LONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .61 1448.000 7.00 1050.10 ~.00 .00 1057.96 7.86 .30 .29 1043.19 ~ 70000.0 515.6 8997.6 486.8 37.3 848.3 36.0 81.7 9.8 1043.10 .70 13.81 10.61 13.51 .015 .030 .075 .000 1043.10 3017.78 .003455 752. 152. 152. 3 0 0 .00 143.18 3160.36 ~SECNO 7606.000 ~ 1606.000 7.35 1050.54 .00 .00 1052.57 2.03 .56 .OS 1043.19 ' 70000.0 530.1 8753.9 715.9 37.9 799.7 48.4 84.4 10.3 1043.79 ,10 13.97 10.95 14.78 .015 .030 .075 .000 1043.19 3077.03 ~ .~03679 158. 158. 158. 2 0 0 .00 140.32 3157.35 ~SECNO 1951.100 '301 HV CHANGED MORE THAN HVINS - ~302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.53 ~{ ~ 4t DOWNSTREAM fALE OF YNE2 ROAD BR]DGE 1951.100 9.59 1052.39 .00 .00 7053.46 1.07 .79 .10 1052.40 10000.0 .0 9246.6 753.4 .0 1135.9 75.7 92.7 11.5 7043.60 .17 .00 8.14 9.95 .000 .030 .015 .000 1042.80 100.10- .001562 345. 345. 345. 2 0 0 .00 147.51 2~7.67 ~ 04J~N04 09:53:05 PAGE 34 ~ SECNO DEPTH CWSEL CRIUS uSELK EG HV HL OLOSS L-BANK ELEV ~ OLOB ~CN ~ROB AL09 ACH AROB VOL TuA R-BANK ELEV TIME VLOB VLH VROB XNL XNLH xNR uTN ELMIN SSTA ~ SLOPE XLOBL XLLN XLOBR ITRIAL IDC ICONT CORAR TOPYID ENDST ~PECIAL BRiDGE SB %K %KOR COFG RDLEN BWC BuP BAREA SS ELCHU ELCND ~ .90 1.56 2.80 .00 126.30 2.00 1862.80 .80 1043.60 1043.40 *SECNO 2045.200 / ZNE~ 8~~6~ W~DE~~~.J (p DV'j'~UT LASS A L041 FL041 420 BRIDGE N.S.= 1052.45 BRIDGE VELOCITY= 8.50 CALCl1LATED CHANNEL AREA= 1163. ~ I~EGPRS EGLWC H3 ~NEIR OLOU BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 7053.55 .04 0. 10000. 1863. 2089. 1056.90 1060.10 0. ~ UPSTREAM fACE OF YNEZ ROFD BR(DGE 2045.200 9.44 7052.44 .00 .00 1053.55 1.11 .09 .00 1052.60 10DD0.0 .0 9262.5 737.5 .0 7114.4 73.0 94.9 11.8 1043.80 .12 .0~ 8.31 10.10 .000 .030 .015 .000 1043.00 100.38 .001665 79. 79. 79. 0- 0 0 .00 147.22 247.61 i *SECNO 2140.400 . ~307 HV CHANGED MORE THAN HVINS 2140.400 7.45 1052.15 .00 .00 1053.97 7.81 .21 .21 7044.70 ~ 10000.0 554.9 8890.1 554.9 41.8 850.7 41.8 97.2 12.1 1044.70 .72 13.29 10.45 13.29 .015 .030 .015 .000 1044.70 931.81 .003052 95. 95. 95. 2 0 0 .00 136.39 1068.19 ~ 1490 NH CARD USED SECNO 2141.400 ~302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 ~ 2141.400 7.21 1051.91 .00 .00 1054.08 2.17 .00 .11 1044.70 70000.0 300.0 8899.9 800.1 39.0 822.4 39.0 97.2 12.1 1044.70 .12 7.69 10.82 20.50 .040 .045 .015 .000 1044.70 932.18 ~.007605 1. 1. 1. 2 0 0 .00 135.64 1067.82 ~~~ , '' 04JUN04 09:5 3:05 ~ SECNO DEPTH CWSEL CRINS LISELK EG ~ ~LOB ~CH ~R06 ALOB ACH TIME VLOB VCH VROB XNL RNCH ' SLOPE %LOBL XLCH - XLOBR ITR[AL IDC 490 NH CRRD USED ~ SECNO 2200. 000 2200.000 7.31 1052.41 .00 .00 1054.52 ~ 10000.0 .12 303.4 7.58 8887.5 10.67 809.1 20.22 40.0 .040 832.7 .045 .007274 59. 59. 59. 3 0 ~ 490 NH CARD USED *SECNO 2500. 000 ~301 HV CHAN GED MORE THAN HVINS 2500.000 ' 10000.0 8.36 301.0 1054.66 8784.5 .00 914.5 .00 52.4 1056.27 953.3 .73 5.74 9.21 17.44 .040 .045 .004527 300. 300. 300. 2 0 ~ 7490 NH CARD USED SECNO 2800. 000 ~ 2800.000 8.55 1056.05 .00 ,00 1057.58 10000.0 307.0 8761.0 932.7 54.8 974.8 .14 5.60 8.99 17.00 .040 .045 L .004180 300. 300. 300. 2 0 490 NH CARD USED ~ SELNO 3100. 000 3100.000 8.61 1057.37 .00 .00 1058.82 ~ 10000.0 .14 308.9 5.55 8753.5 8.92 937.6 16.86 55.6 .040 981.6 .045 .004077 300. 300, 300. 2 0 ~ 490 NN LARD USED *SECNO 3400.000 3400.000 8.64 1058.54 .00 .00 1060.04 ' 70000.0 310.1 8748.8 941.2 56.1 986.0 .15 5.53 8.87 16,77 .040 .045 .004013 300. 300. 300. 0 0 ~ 7 ' 04JUN04 09:53 :05 SECNO DEPTH LM'SEL LRINS NSELK EG ~ 0 ~L08 OCH aR06 ALOB ACH HV NL OLOSS l-BANK ELEV AROB _ VOL TWA R-BANK ELEV XNR YTN ELMIN SSTA ICONT CORAR TOPWID ENDST 2.11 .44 .Oi 1045.10 40.0 98.5 12.2 1045.70 .015 .000 1045.10 932.04 0 .00 135.91 7067.96 7.61 1.70 .OS 7046.30 52.4 ~ 105.2 73.2 7046.30 .015 .000 7046.30 930.46 0 .00 139.09 1069.54 1.53 1.30 .07 1047.50 54.8 112.6 74.2 1047.50 .015 ,000 1047.50 930.17 0 .00 739.65 7069.83 7.51 1.24 .00 1048.70 55.6 120.1 15.1 7048.70 .015 .000 7048.70 930.08 0 .00 139.83 7069.92 1.50 1.27 .00 1049.90 56.1 127.7 16.1 1049.90 .015 .000 1049.90 930.03 0 .00 139.95 1069.97 NV HL OLOSS L-BANK ELEV AROB VOL TNA R-BANK ELEV PAGE 35 PAGE 36 ~'C~' 1 TIME VL00 VCH VROB XNL XNCH XNR WTN ELM]N SSTA , SLOPE XLOBL XLCN XLOBR ITRIAL IDC ICONT CORAR TOPLlID ENDST 490 NH CARD USED ~'SECND 3700. 000 3700.000 8.64 7059.74 .00 .00 1067.24 7.49 1.20 .00 7051.10 ~ 10000.0 .16 310.2 5.52 .87G8.3 8.87 941.5 16.77 56.2 .040 986.5 .045 56.2 .015 135.2 .000 17.0 1051.10 1051.10 930.02 .004006 300. 300. 300. 0 0 0 .00 139.96 1069.98 , 1490 NH CARD USED *SELNO 4000. 000 4000.000 8.64 1060.94 .00 .00 1062.44 1.50 1.20 .00 1052.30 ~ 10000.0 306.6 8754.8 938.6 55.5 985.7 55.8 142.6 18.0 1052.30 .77 5.52 8.88 16.61 .040 .045 .015 .000 7052.30 930.15 .00402Z 300. 300. 300. 0 0 0 .00 739.77 7069.86 , 1490 NH CARD USED SECNO 4300. 000 4300.000 8.65 1062.75 .00 .00 1063.65 1.50 7.21 .00 1053.50 10000.0 370.7 8748.8 947.1 56.1 986.0 56.1 750.3 79.0 1053.50 ' .18 .004013 5.53 300. 8.87 300. 16.77 300. .040 0 .045 0 .015 0 .000 .00 1053.50 739.95 930.03 7069.97 ~490 NH CARD USED SECNO 4498. 000 4498.000 8.65 1062.95 .00 .00 1064.44 1.50 .79 .00 1054.30 10000.0 370.1 8748.8 941.2 56.1 986.0 56.1 155.3 19.6 1054.30 ~ .19 5,53 8.87 16.77 .040 .045 .015 .000 1054.30 930.03 .004013 198. 796. 198. 0 0 0 .00 139.95 1069.97 ~ 490 NN CARO 115ED *SECNO 4598.000 4598.000 8.85 1063.55 .00 .00 1064.83 1.28 .36 .02 1054.70 ~ 70000.0 341.6 8747.4 911.0 58.8 7062.2 58.8 758.0 19.9 7054.70 .19 5.81 8.24 15.50 .040 .044 .015 .000 1054.70 926.72 ~ .003373 100. 100. 700. 2 0 0 .00 146.55 1073.28 *SECNO 4600.000 ~ ~ 4600.000 7.82 1063.22 .00 .00 1064.98 1.76 .07 .15 7055.40 10000.0 782.1 8435.8 782.7 45.9 . 938.8 45.9 158.0 19.9 1055.40 .19 17.D4 8.99 17.04 .015 .045 .075 .000 1055.40 928.26 ,t .004767 ^I 2. 2. 2. 2 0 0 .00 743.47 1071.74 ~ 04JUN04 09:53: 05 ~ SECNO DEPTH CWSEL CRIWS NSELK EG HV HL OLO55 L-BANK ELEV Q O~OB ~CH aROB ALOB ALH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL %NCH XNR NTN ELMIN SSTA ' SLOPE XLOBL XLCH XL08R ITRIAL IDL ICONT CORqR TOPNID ENDST PAGE 37 YC ` , ~SECNO 4606.000 ! 4606.000 7.87 1063.27 .00 .00 7065.01 1.74 .03 .00 1055.40 10000.0 786.5 8427.0 786.5 46.5 944.7 46.5 158.7 20.0 1055.40 .19 76.92 8.92 16.92 .015 .045 .015 .000 1055.40 928.19 ~ .004659 6. 6. 6. 2 0 0 .00 143.62 7071.61 ~490 NH CARD USED SECNO 4610.000 4610.000 8.13 1063.53 .00 .00 1065.05 1.53 .02 .02 7055.40 . 10000.0 843.2 8840.6 316.2 49.6 975.6 49.6 158.2 20.0 7055.40 ~ .19 77.01 9.06 6.38 .015 .044 .040 .000 1055.40 927.80 .004492 4. 4. 4. 2 0 0 .00 144.39 1072.20 ~ 490 NN CARD USED *SECNO 4696.000 ~ ~3~1 HV CHANGED MORE TNAN HVINS 4696.000 7.49 1063.29 .00 .00 1065.66 2.37 .36 .25 1055.80 ~ 10000.0 2656.5 7110.6 232.9 131.9 898.8 42.7 160.4 20.3 1055.80 ~ .79 20.13 7.91 5.54 .075 .044 .040 .000 1055.80 916.77 ' .003821 66. 86. 86. 3 0 0 .00 754.47 1071.23 1490 NH CARD USED ~SECNO 4800.000 3301 HV CHANGED MORE THAN HVINS ~ 4800.000 BJb 1064.86 _.00 .00 7066.75 7.30 38 .17 7056.10 10000.0 823.0 8868.3 308.6 53.8 1050.7 53.8 163.0 20.6 1056.10 .19 75.31 8.44 5.74 .075 .044 .040 .000 1056.10 927.72 ' .003537 104. 104, 704. 3 0 0 .00 145.77 7072.88 490 NH CARD USED ~ SECNO 4810.000 4810.000 8.98 1065.08 .00 .00 1066.21 1.12 .04 .02 1056.10 10000.0 334.6 9330.8 334.6 56.8 1078.3 56.8 163.3 20.7 7056.10 ' .19 5.89 8,65 5.89 .040 .044 .040 .000 7056.10 926.73 .003585 10. 10. 70. 2 0 0 .00 146.55 1073.27 ' 04JUN04 09:53 :05 PAGE 38 ~ SECNO DEPTH CuSEL CRINS USELK EG HV NL OLO55 L-BANK ELEV 0 oLOB ~CH ~ROB ALOB ACH AROB VOL TNA R-BANK ELEV , TIME VLOB VCH VROB XNL XNCH XNR LITN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITR[AL IDC ICONT CORAR TOPL7ID ENDST , 490 NH CARD USED "SECNO 4900.000 4900.000 8.79 7065.39 .00 .00 7066.55 1.76 .33 .O7 1056.60 ~ ' 10000.0 360.2 9279.5 360.2 58.1 7055.9 58.7 165.7 21.0 1056.60 , .20 6.20 8.79 6.20 .040 .044 .040 .000 1056.60 926.80 ~.003802 90. 90. 90. 1 D 0 .00 146.40 1073.20 490 NH CARD USED ~SECNO 5200. 000 5200.000 8.84 7066.54 .00 .00 1067.68 1.15 7.13 .00 1057.70 ~ 10000.0 .21 361.7 6.18 9276.7 8.75 361.7 6.18 58.6 .040 1060.4 .044 58.6 .040 173.8 .000 22.0 1057.70 1057.70 926.75 .003747 300. 300. 300. 2 0 0 .00 746.51 1073.25 r 490 NH LARD USED *SECNO 5500. 000 5500.000 8.76 1067.66 .00 .00 1068.83 1.76 1.14 .01 1058.90 - ~ 10000.0 359.1 9287.9 359.1 57.7 1052.3 57.7 181.9 23.0 1058.90 .22 6.23 8.82 6.23 .040 .044 .040 .000 1058.90 926.85 .003849 300. 300. 300. ' 0 0 0 .00 146.31 1073.15 ~ 1490 NH CARD USED SECNO 5548. 000 ~ 5548.000 8.63 1067.83 .00 .00 1069.03 1.20 .79 .01 1059.20 10000.0 375.3 9271.6 353.7 58.2 7036.4 55.9 183.2 23.1 7059.20 ~ .22 .004039 6.45 48. 8.95 48. 6.31 48. .040 1 .044 0 .040 0 .000 .00 7059.20 746.04 926.91 1072.96 490 NH CARD USED SECNO 5552. 000 5552.000 8.50 7067.70 .00 .00 1069.77 1.41 .02 .06 1059.20 10000.0 928.9 8743.7 327.4 56.3 1019.5 54.1 183.3 23.2 7059.20 1 .22 76.49 8.58 6.05 .015 .044 .040 .000 7059.20 927.17 " .003795 4. 4. G. 2 0 0 .00 145.63 1072.74 ~ 490 NH CARD USED *SECNO 5700. 000 5700.000 8.67 1068.27 .00 .00 1069.65 1.37 .54 .00 1059.60 ~ 10000.0 1074.0 8652.8 333.2 61.6 1047.0 57.1 187.2 23.7 1059.60 .22 16.45 8.31 5.84 .015 .044 .040 .000 1059.60 926.70 ' .003466 148. 148. 148. 0 0 0 .00 146.64 1073.34 1 1 04JUN04 09:53: 05 ~ PAGE 39 SECNO DEPTH CWSEL CRIWS LlSELK EG HV HL OLOSS L-BANK ELEV ~ ~ OLOB OLH ~ROB ALOB ACH AROB VOL TNA R-BANK ELEV TIME VLOB VCH VROB %NL XNCH XNR NTN ELMiN SSTA ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED ~ 15ECN0 5706.000 57D6.000 8.64 1068.24 .00 .00 1069.69 1.45 .02 .02 1059.60 10000.0 957.8 8203.5 838.7 61.1 1036.7 56.6 187.3 23.7 1059.60 .22 15.67 7.97 14.82 .015 .044 .015 .000 1059.60 926.75 L .003159 6. 6. 6. 2 0 0 .00 746.54 1073.29 ~\ , ~ CNV= .100 CEHV= .300 *SECNO 5794.000 DOWN STREAM FACE OF MARGARITA ROAD BRIDGE ~ 5794.000 ~ 8.70 1068.70 .00 .00 1069.98 70000.0 753.9 8492.1 753.9 56.7 1043.9 .23 13.30 8.14 13.30 .015 .044 ' .003243 34. 88. 739. 2 0 ~PECIAL BRIDGE 1.29 56:7 .015 0 ~B %K XKOR COFO RDLEN BUC BLIP BAREA 1.25 1.65 2.60 .00 720.00 12.25 2650.00 *SECNO 5932.000 ~LASS A LON FLOu .28 .02 7060.00 189.7 24.0 1060.00 .000 1060.00 880.63 .00 746.07 1026.70 SS ELCHU ELCHD 1.50 1060.57 1060.00 3420 BRIDGE u.5.= 7068.52 BRIDGE VELOLITY= 70.07 CALCIILATED CHANNEL AREA= 960. ~EGPRS EGLNC H3 ~NEIR OLOW BAREA TRAPEZOID ELLC ELTRD LIEIRLN AREA ~ .00 1070.58 .64 0. 70000. 2650. 2527. 1079.10 1082.50 0. 5932.000 8.83 1069.34 .00 .00 7070.58 7.25 .60 .00 1060.51 ~ 10000.0 763.2 8473.5 763.2 58.4 1059.1 58.4 793.4 24.4 1060.51 .23 13.08 8.00 13.08 .015 .044 .075 .000 1060.51 880.44 .003077 138. 138. 138. 0 0 0 .00 146.45 1026.89 _ ~ 1490 NH LARD USED *SECNO 5950. 000 ' S950.000 8.64 1069.28 .00 .00 1070.70 1.43 .07 .OS 1060.64 10000.0 844.3 8311.4 844.3 56.0 1036.6 56.0 793.9 24.5 1060.64 .23 15.09 8.02 15.09 .015 .044 .015 .000 1060.64 927.04 ' .003244 78. 18. 0. 2 0 0 .00 745.92 1072.96 ~ 04JUN04 09:53 :05 ' SECNO DEPTH CNSEL CRILIS NSELK EG HV HL OLOSS L-BANK ELEV ~ OLOB OCH ~ROB ALOB ACH AROB VOL TNA R-BANK ELEV TIME V109 VCH VROB XNL XNCH XNR WTN ELMIN SSTA ~ SLOPE XLOBL XLCH XLOBR ITRIAL !DC ICONT LORAR TOPWID ENDST 490 NH CARD USED ~ SECNO 5955. 000 5955.000 8.60 1069.44 .00 .00 7070.73 1.29 .02 .01 1060.64 70000.0 339.9 8753.8 9063 58.1 7056.0 58.1 194.0 24.5 7060.64 ~ .23 5.85 8.29 15.60 .040 .044 .015 .000 1060.64 926.80 .003383 5. 5. 5. 2 0 0 .00 146.40 7073.20 '490 NH CARD USED PAGE 40 ~ , *SECNO 6730.000 6130.~00 8.72 , 1070.02 .00 .00 1071 34 1.32 .60 .O1 10fi1 30 ~ 10000.0 337.1 8764.7 898.8 57.0 1046.3 57.0 198.7 25.7 1061.30 . .24 5.91 8.38 75.76 .040 .044 .075 .000 1061.30 926.92 ~.003497 175. 775. 775. 0 0 0 .00 146.16 1073.08 490 NH CARD L15ED ~SECNO 6135.000 6135.000 8.98 1070.28 .00 .00 1077.38 1.17 .02 .02 1061.30 10000.0 367.1 9265.7 367.7 60.5 1077.4 60.5 198.8 25.1 1061.30 .24 6.07 8.60 6.07 .040 .044 .040 .000 1061.30 926.53 , .003545 5. 5. 5. 2 0 0 .00 146.93 1073.47 ~490 NH CARD tISED SECNO 6400.000 6400.000 8.87 1071.21 .00 .00 1072.37 1.15 .97 .Oi 7062.40 ~ 10000.0 360.6 9278.7 360.6 58.2 7057.1 58.2 206.1 26.0 1062.40 . .25 6.20 8.78 6.20 .040 .044 .040 .000 1062.40 926.79 .003787 265. 265. 265. 0 0 0 .00 746.43 1073.21 ' 7490 NH CARD USED ' ~SECNO 6700.000 ' 6700.000 8.85 1072.35 .00 .00 1073.49 1.74 1.13 .00 7063.50 10000.0 362.4 9275.2 362.4 58.8 1062.6 58.8 274.2 27.0 1063.50 .26 6.16 8.73 6.16 .040 .044 .040 .000 1063.50 926.72 I ~.003720 300. 300. 300. 2 0 0 .00 146.56 1073.28 LARD USED 490 NH ~ ~SECNO 7000.000 . ~ 7000.000 8.77 7073.47 .00 .00 1074.63 1.16 1.13 .01 1064.70 10000.0 359.5 9281.0 359.5 57.8 1053.7 57.8 222.3 28.0 1064.70 ' .27 6.22 8.81 6.22 .040 .044 .040 .000 7064.70 926:83 .003830 300. 300. 300. 0 0 0 .OD 746.34 1073.77 ' . 04JUN04 09:53: 05 , SELNO DEPTH CYSEL CRIVIS uSELK EG HV HL OLOSS L-BANK ELEV 0 OL08 OCH aROB ALOB ACH AROB VOL TLIA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPNID ENDST ~490 NH CARD USED *SECNO 7300.000 7300 000 8.83 1074.63 .00 .00 1075.77 1.15 1.14 .00 1065.80 . ~ 10000.0 361.3 9277.5 361.3 58.4 1059.7 58.4 230.3 29.0 1065.80 .27 6.18 8.76 6.18 .040 .044 .040 .000 1065.80 926.76 .003763 300. 300. 300. 2 0 0 .00 146.48 1073.24 ' 7490 NH CARD USED SECNO 7441.000 ~ 7441.000 8.75 1075.15 .00 .00 1076.32 1.17 .54 .01 1066.40 PAGE 41 ~\ ' 10000.0 358.5 9282.9 358.5 57.5 1050.6 57.5 234.1 29.5 1066.40 ~ .28 6.24 8.84 6.24 .040 .044 .040 .000 1066.40 926.87 .003869 'I41. 741. 141. 1 0 0 .00 146.27 1073.73 ~CHV= .200 CEHV= .400 SECNO 7445.000 ~301 HV CHANGED MORE THAN HVINS ~302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 7445.000 6.97 1074.71 .00 .00 1076.65 1.95 .02 .31 1067.80 ' 10000.0 285.9 9428.2 285.9 35.9 829.7 35.9 234.2 29.5 1067.80 .28 7.97 71.36 7.97 .040 .045 .040 .000 1067.80 929.63 .008988 4. 4. 4. 2 0 0 .00 740.74 7070.37 ~CHV= .100 LEHV= .300 'SECNO 7451.000 ' 7457.000 7.04 7074.84 .00 ~.00 7076.71 1.87 .OS .01 1067.80 10000.0 291.5 9416.9 291.5 37.2 844.9 37.2 234.3 29.5 1067.80 .28 7.84 11.15 7.84 .040 .045 .040 .000 7067.80 929.44 ' .008441 6. b. 6. ~ 2 0 0 .00 141.12 7070.56 1490 NH CARD USED - ~SECNO 7455.000 7455.000 7.12 1074.92 .00 .00 1076.75 1.83 .03 .00 1067.80 70000.0 291.5 9417.0 291.5 38.0 854.2 38.0 234.4 29.6 1067.80 , .28 7.67 11.02 7.67 .040 .044 .040 .000 1067.80 929.32 .007939 4. 4. 4. 2 0 0 .00 741.35 7070.68 . ' 04JUND4 09:53:05 PAGE 42 , SECNO DEPTH CYSEL CRIIIS NSELK EG HV HL OLOSS L-BANK ELEV ~ ~LOB ~CH ~ROB ALOB ACH AROB VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB %NL %NCH XNR NTN ELMIN SSTA SLOPE XLOBI XLCH XLOBR ITRIAL IDC [CONT CORAR TOPLIID ENDST ~490 NH CARD USED SECNO 7670.000 7670.000 8.05 1076.75 .00 .00 7078.15 1.40 1.36 ,04 1068.70 ' 10000.0 330.6 9338.7 330.6 48.6 966.2 48.6 239.4 30.3 1068.70 .29 6.80 9.67 6.80 .040 .044 .040 .000 7068.70 927.92 .005177 215. 215. 215. 2 0 0 .00 144.16 1072.08 ~490 NH CARD USED 'SECNO 7675.000 ~ ' , 7675.000 7.84 1076.54 .00 .00 1078.28 1.74 .02 .10 1068.70 10000.0 775.7 8448.6 775.7 46.1 941.2 46.1 239.5 30.3 7068.70 .29 76.81 8.98 16.81 .075 .044 .015 .000 7068.70 928.23 ' .004624 5. 5. 5. 2 0 0 .00 143.53 1071.77 ~ ' ~490 NH CARD USED SELNO 7750.000 7750.000 7.56 1076.56 .00 ~ 10000.0 2140.9 5718.3 2740.9 .29. 16.07 630 16.01 .002387 75. 75. 75. ~490 NH CARD USED *SELNO 7857.000 ' 7857.000 7.87 1077.27 .00 70000.0 779.0 8447.9 779.0 .29 16.73 8.93 16.73 ~ .004545 707. 707. 107. 1490 NH CARD USED 'SECNO 7862.000 7862.000 8.10 1077.50 .00 70000.0 315.1 8844.6 840.3 ' .29 6.40 9.10 17.08 .004553 5. 5. 5. ~490 NH CARD USED SECNO 7895.000 7895.000 8.03 7077.63 .00 , 10000.0 313.0 8852.4 834.6 .29 6.45 9.17 17.21 .004673 33. 33. 33. ~ , 04JUN04 09:53:05 SECNO ~EPTH CWSEL CRIL15 ~ 0 ~LOB ~LH OROB TIME VLOB VCH VROB SLOPE XLOBL XLCH JILOBR ~490 NH CARD USED *SECNO 7900.000 ~ 7900.000 8.35 1077.95 .00 70000.0 342.8 9314.5 342.8 .29 6.55 9.29 6.55 ' .004555 5. 5. 5. 490 NH CARD USED SECNO 8200.000 8200.000 8.64 1079.34 .00 10000.0 353.8 9292.4 353.8 ' .30 - 633 8.97 6.33 .004062 300. 300. 300. '490 NN CARD USED .00 1078.62 2.06 .24 .10 7069.00 133.8 908.1 133.8 241.4 30.5 7069.00 .075 .044 .015 .000 1069.00 916.65 2 0 0 .00 766.70 1083.35 .00 1078.99 1.72 .34 .03 1069.40 46.6 945.7 46.6 244.1 30.9 1069.40 .015 .044 .015 .000 1069.40 928.18 2 0 0 .00 143.64 7071.82 .00 1079.04 1.54 .02 .02 1069.40 49.2 972.0 49.2 244.2 30.9 1069.40 .040 .044 .015 .000 1069.40 927.85 2 0 0 .00 144.30 1072.15 .00 7079.79 7.56 .15 .Ot 1069.60 48.5 964.9- 48.5 245.0 31.1 7069.60 .040 .044 .075 .000 1069.60 927.94 1 0 0 .00 144.72 1072.06 4lSELK EG HV HL OLOSS L-BANK ELEV ALOB ACH AR09 ~ VOL TVA R-BANK ELEV XNL XNCH XNR IJTN ELMIN SSTA [TRIAL IDC ICONT CORAR TOPWID ENDST .00 7079.24 7.29 .02 .03 1069.60 52.3 1002.5 52.3 245.1 31.7 1069.60 .040 .044 .040 .000 1069.60 927.47 2 0 0 .00 145.06 7072.53 .00 7080.54 1.20 1.29 .01 1070.70 55.9 7036.0 55.9 252.9 32.1 1070.70 .040 .044 .040 .000 1070.70 927.05 0 0 0 .00 145.90 1072.95 PAGE 43 ~3 _ , *SECNO 8500.000 ~ 8500.000 8.66 1080.56 .00 .00 7081.76 1.20 7.21 .00 1071.90 10000.0 345.6 9299.4 355.0 55.2 1036.8 56.2 260.8 33.1 1077,90 .31 6.26 8.95 6.32 .040 .044 .040 .000 1071.90 927.08 ~ .00G032 300. 300. 300. 2 0 0 .00 145.91 7072.99, 1490 NH CARD USED ~SECNO 8800.000 8800.000 8.78 1081.78 .00 .00 1082.94 7.16 1.78 .00 1073.00 70000.0 359.1 9281.7 359.1 57.7 1052.5 57.7 268.8 34.1 1073.00 , 32 6.22 8.82 6.22 .040 .044 .040 .000 1073.00 926.84 .003846 300. 300. 300. 0 0 0 .00 146.31 1073.16 ~490 NH CARD USED *SECNO 9100.000 - 9100.000 8.73 7082.93 .00 .00 7084.71 1.18 7.16 .00 1074.20 ~ 10000.0 357.6 9284.7 357.6 57.2 1047.9 57.2 276.8 35.1 1074.20 .33 6.25 8.86 6.25 .040 .044 .040 .000 1074.20 926.90 .003905 3D0. 300. 300. 2 0 0 .00 146.20 1073.10 i 7490 NH CARD USED *SECNO 9400.000 ' ' 9400.000 8.70 1084.10 .00 .00 7085.29 1.18 7.18 .00 7075.40 10000.0 356.4 9287.3 356.4 56.8 1044.0 56.8 284.8 36.1 7075.40 .34 6.28 8.90 6.28 .040 .044 .040 .000 7075.40 926.95 ~ .003956 300. 300. 300. 1 0 0 .00 746.10 1073.05 ' ! 04dUN04 09:53:05 PAGE 44 ' SECNO DEPTH CllSEL CRIlJS NSELK EG HV HL OLOSS L-BANK ELEV q ~LOB OCH ~R08 ALOB ACH AROB VOL TUA R-BANK ELEV ~ TIME VLOB VCH VROB %NL XNLN XNR LITN EIMIN SSTA , , SLOPE %LOBL XLCN XLOBR ITRIAL iDC ICONT CORAR TOPIIID ENDST 490 NH CARD 115ED ~SECNO 9700.000 ~ 970~.000 8.80 1085.30 .00 .00 7086.46 1.16 7.77 .00 1076.50 10000.0 359.9 9280.2 359.9 58.0 1055.0 58.0 292.8 37.1 1076.50 , ' .35 6.21 8.80 6.21 .040 .044 . .040 .000 1076.50 926.81 .003815 300. 300. 300. 7 0 0 .00 146.37 1073.79 ,490 NN CARD l1SED *SECNO 9979.000 ' 9979.000 8.76 10000.0 359.2 1086.36 9281.5 .00 359.2 .00 57.7 1087.53 7052.8 1.16 57.7 1.07 300.3 .00 38.0 7077.60 1077.60 .36 6.22 8.82 6.22 .040 .044 .040 .000 1077.60 926.84 .003847 279. 279. 279. 1 0 0 .00 146.32 7073.76 , 1G90 NH CARD USED c ~ SECNO 9984.000 ~~ 9984.000 8.66 7086.26 .00 .00 1087.60 7.34 .02 .OS 1077.60 ' 10000.0 335.0 8771.7 893.3 56.2 7039.2 56.2 300.5 38.1 1077.60 ~ .36 5.96 8.44 15.88 .040 .044 .015 .000 1077.60 927.01 .003564 5. 5. 5. 2 0 0 .00 745.98 1072.99 ~490 NH CARD USED ~ *SECNO 10025.000 10025.000 8.60 1086.40 .00 .00 7087.75 1.36 .15 01 7077 80 ' 10000.0 333.1 8778.8 888.2 55.5 1032.5 55.5 301.5 . 38.2 . 7077.80 .36 6.00 5.50 16.00 ~ .040 .044 .015 .000 1077.80 927.09 .003667 41. 41. 41. 1 0 0 .00 145.81 1072.91 , 1490 NH LARD USED ~ SECNO 10030.000 ~ 70030.000 8.54 1086.34 .00 .00 1087.80 1.46 .02 .03 7077.80 70000.0 836.7 8327.8 836.7 54.7 7024.9 54.7 301.7 38.2 1077.80 .36 15.28 8.13 15.28 .015 .044 .075 .000 7077.80 927.19 ~ .003383 5. 5. 5. 2 0 0 .00 745.62 7072.81 CHV= .300 CEHV= .5~0 ~ 490 NH CARD USED 1 , 04JUN04 09:53:05 PAGE 45 SECNO DEPTH CVISEL CRIUS uSELK EG HV HL OLOSS L-BANK ELEV ' ~ aLOB ~CH OROB ALOB ACH AROB VOL TUA R-BANK ELEV TIME VLOB VCH VROB %NL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL ~ XICH XLOBR ITRIAL IDC ICONT CORAR TOPNID ENDST , *SECNO 10096.000 ~ 70096.000 8.45 7086.55 .00 .00 1068.04 1.49 .23 .02 1078.10 ~ 10000.0 828.7 8342.7 828.7 53.6 1014.3 53.6 303.4 38.4 1078.10 .36 75.47 8.23 15.47 .015 .044 .075 .D00 1078.70 927.32 .003514 66. 66. bb. 2 0 0 .00 745.36 1072.68 ' *SECNO 70100.000 ~307 HV CNANGED MORE THAN HVINS ~302 WARNING: LDNVEY ANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 10100.000 6.72 1086.22 .00 .00 1088.42 2.20 .02 .35 7079.50 70000.0 653.4 8693.3 653.4 33.9 840.5 33.9 303.5 38.4 1079.50 ~ .36 79.27 10.34 19.27 .075 .045 .015 .000 1079.50 927.41 .007729 4. 4. 4. 2 0 0 .00 145.77 1072.59 ~ ~ CNV= .100 CEHV= .300 *SECNO 10106.000 ' 10106.000 6.85 1086.35 .00 .00 1088.47 2.12 .04 .01 1079.50 10000.0 666.7 8667.8 666.1 35.2 856.7 35.2 303.6 38.5 1079.50 .36 18.91 10.72 18.91 .015 .045 .015 .000 1079.50 927.22 ' .007211 6. 6. 6. 2 0 0 .00 145.56 1072.78 ~~ ' ~490 NH CARD IJSED ~ SECNO 10108.000 ~301 HV CHANGED MORE THAN NVINS 70708.000 6.78 1085.68 1085.63 .00 1088.78 3.70 .02 .29 1079.50 10000.0 616.6 8766.9 676.6 28.7 686.9 28.7 303.6 38.5 1079 50 , .36 21.46 12.76 21.46 .015 .041 .015 .000 1079.50 . 942.22 .011094 2. 2. 2. 6 12 0 .00 129.57 7071.78 ` 490 NH CARD USED •SECNO 10220.000 ~ 04JUN04 09:53:05 PAGE 46 ' SECNO DEPTH CWSEL CRIUS WSELK EG HV HL OLO55 l-BANK ELEV ~ OLOB OCH ~ROB AL08 ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL IINCH XNR NTN ELMIN SSTA ' SLOPE %LOBL XLCH XLOBR ttR[AL IDC [CONT CORAR TOPNID ENDST ~301 NV LHANGED MORE THAN NVINS ~302 LIARNING: CONVEYANCE CHANGE WTSIDE OF ACCEPTA BLE RANGE, KRATIO = 1.63 10220,000 7.23 1087.13 .00 .00 1089.57 2.43 .72 .07 1079.90 10000.0 2407.8 I 7002.8 589.4 124.2 805.7 39.3 305.6 38.8 7079.90 ' .37 19.38 8.69 15.02 .015 .041 .075 .000 1079.90 929.15 .004175 112. 112. 712. 3 0 0 .00 147.22 7076.37 I ' ~ SPECIAL BRIDGE ~227 DONNSTREAM ELEV IS 7085 32 NO7 7087 13 HYDRAULIC JUMP OCCURS DONNSTRE AM (IF LON FLON CONTROLS) . , . I B xK XKOR LOFO ROLEN BHC BNP BAREA SS ELCHU ELCHD ~ 1.25 1.25 3.00 .00 111.50 10.00 1199.00 2.40 1079.90 1080.40 7490 NN CARD USED SECNO 10335.000 500 NH STATION 1060.00 DOES NOT MATCH ANY GR STAT]ON ~301 HV LHANGED MORE THAN HVINS CLASS B LON FLON ~420 BRIDGE L1.5.= 1086.57 BRI DGE VELOC ITY= 13.47 CALCULATED CHANNEL AR EA= 776. EGPRS EGLIJC H3 ~NEIR OLOM' BAREA TRAPEZOID ELLC ELTRD NEIRLN ' AREA .00 1089.88 .00 0. 10000. 1199. 1270. 1090.00 1092.00 0. '10335.000 7.57 7087.97 .00 .00 1089.88 7.97 .31 .00 1080.40 ~ , 10000.0 2795.1 7252.7 552.2 132.7 843.7 43.0 308.5 39.2 1080.40 ~ .37 16.54 8.60 72.85 .015 .036 .075 .000 1080.40 928.65 .002849 115. 715. 115. 0 0 0 .00 148.23 7076.88 ~490 NH LAR~ USEO SECNO 10400.000 ' 10400.000 7.84 1088.44 .00 .00 1090.71 7.67 .21 .02 1080.60 10000.0 1569.4 7746.8 683.8 103.5 909.2 46.2 310.0 39.4 1080.60 .37 15.17 8.52 14.82 .015 .041 .015 .000 1080.60 928.33 .003591 65. 65. 65. 2 0 0 .00 153.43 1081.77 , 1 , 04JUN04 09:53:05 PAGE 47 ~ SECNO DEPTH CNSEL CRIUS NSELK EG HV HL OLO55 L-BANK ELEV ' ~ OLOB ~CH ~ROB ALOB ACH AROB VOL TNA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLLH XLOBR ITRIAL IDC ICONT CORAR TOPLIID ENDST ' 7490 NH LARD 115ED •SECNO 10570.000 ~301 HV CHANGED MORE THAN HVINS ~10570.000 8.43 1089.53 .00 .00 1090.49 .96 .32 .07 1081.10 10000.0 662.2 8665.7 bR.i 52.8 1265.7 53.4 313.1 39.9 1081.10 .37 12.55 6.85 12.60 .015 .043 ~.075 .000 1087:10 927.45 ' , .002339 110. 110. 170. 3 0 0 .00 175.20 1102.65 ~ 1490 NN CARD USED ~SECND 10515.000 70515.000 7.95 1089.55 .00 .00 1090.51 .96 .D1 .00 1081.60 10000.0 255.4 9485.4 259.3 46.8 1192.4 47.4 313.2 39.9 1081.60 ' .37 5.45 7.96 5.47 .040 .043 .040 .000 1081.60 928.18 .003474 5. 5. 5. 0 0 0 .00 773.75 7107.92 ~490 NN CARD USED SECNO 10700.000 302 VARNING: CONVEYANCE CHANGE OUTSIDE Of ACCEPTABLE RANGE, KRATIO = .63 ~ 10700.000 8.20 7090.00 .00 .00 1091.42 1.41 .77 .14 10B1.80 ~ ' 8000.0 315.8 7368.3 315.8 50.5 754.8 50.5 317.8 40.5 1081.80 .38 6.26 9.76 6.26 .040 .046 .040 .000 1081.80 -41.69 .005518 185. 185. 785. 2 0 0 .00 116.61 1058.31 ~490 NH CARD USED *SECNO 10968.000 ' 10968.000 8.40 1091.50 .00 .00 7092.84 1.34 1.42 .Ot 1083.10 8000.0 322.8 7354.4 322.8 52.9 772.9 52.9 323.1 41.2 1083.10 .39 6.10 9.51 6.70 .040 .046 .040 .000 7083.10 941.40 ' .005078 268. 268. 268. 3 0 0 .00 117.20 7058.60 ~^ ~ ' ~490 NN CARD USED SECNO 11048.000 ~301 HV LNANGED MORE THAN HVINS . , 04JUN04 09:53:05 PAGE 48 SECNO DEPTH CuSEL CRIWS NSELK EG NV HL OLOSS L-BANK EIEV , 0 ~LOB OCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCN VROB XNL XNCH %NR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC tCONT CORAR TOPVID ENDST ~ 3302 WARNING: LONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRAT10 = 1.42 ' 11048.000 8.93 1092.43 .00 .00 1093.18 .74 .26 .06 1083.50 8000.0 1729.3 5741.3 1729.3 767.2 822.4 767.2 325.0 41.5 1083.50 , .39 6.75 6.98 6.75 .040 .046 .040 .000 7083.50 928.59 .002517 80. 80. 80. 2 0 0 .DO 142.82 1077.47 ~490 NH CARD USED SECNO 11148.000 ~301 HV CHANGED MORE THAN HVINS ~~302 NARNING: CONVEYANCE CHANGE WTSIDE Of pCCEPTABLE RANGE, KRATIO = .66 11148.000 8.23 1092.33 .00 .00 1093.73 1.40 -.36 .20 1084.10 8000.0 318.3 7363.5 318.3 51.1 757.9 51.1 327.3 41.8 1084.10 ~ , .39 6.23 9.72 6.23 .040 .046 .040 .000 1084.10 941.60 .005436 100. 100. 100. 2 0 0 .00 116.80 1058.40 '490 NH CFRD USED *SECNO 11470.000 '11470.000 8.39 1094.09 .00 .00 1095.43 7.34 1.70 .Oi 7085.70 8000.0 323.6 7352.8 323.6 53.0 771.7 53.0 333.7 42.6 1085.70 .40 6.11 9.53 6.71 .040 .046 .040 .000 1085.70 941.37 .005104 322. 322. 322. 3 0 0 .00 117.25 1058.63 ' 1490 NH CARD USED ~ ~SECNO 11735.000 11735.000 8.45 1095.45 .00 .00 1096.77 1.32 1.34 .00 1087.00 8000.0 325.7 7348.6 325.7 53.7 777.2 53.7 339.1 43.3 1087.00 ' .41 6.06 ~ 9.46 6.06 .040 .046 .040 .000 1087.00 947.28 .004979 265. 265. 265. 2 0 0 .00 117.43 1058.72 '490 NN CARD USED SECNO 11929.000 11929.000 8.41 1096.41 .00 .00 1097.74 7.33 .97 .00 1088.00 ' 8000.0 324.7 7350.6 324.7 53.3 774.5 53.3 343.0 43.9 7088.00 ~ .42 6.09 9.49 6.09 .040 .046 .040 .000 1088.00 941.33 ' .005038 794. 194. 194. 1 0 0 .00 777.35 1058.67 ~ 1 , 04JUN04 09:53:05 PAGE 49 ' SECNO DEPTH CWSEL CRILIS LISELK EG HV HL OLOSS L-BANK ELEV ~ ~LOB OCH ~ROB ALOB ACN AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCN XNR uTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST , CCHV= .300 CEHV= .500 SECNO 11930.000 ~11930.000 8.41 1096.41 .00 .00 1097.75 1.34 .00 .00 1088.00 ~ 8000.0 318.1 7363.7 318.7 53.3 774.4 53.3 343.0 43.9 1088.00 .42 5.97 9.51 5.97 .040 .045 .040 .000 1088.00 941.33 ' .004842 1. 1. 1. 0 0 0 .00 777.34 1058.67 I5ECN0 11935.000 3301 NV CHANGED MORE THAN HVINS ~185 MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED 77935.000 6.00 1095.90 1095.90 .00 1098.69 2.79 .04 .73 1089.90 ' 8000.0 232.1 7535.8 232.1 27.7 552.0 27.1 343.7 43.9 1089.90 .42 B.56 13.65 8.56 .040 .045 .040 .000 1089.90 944.97 .015670 5. 5. 5. 3 15 0 .00 110.07 7055.03 , SECNO 11941.000 ~307 HV CNANGED MORE THAN HVINS ~302 NARNING: CONVEYANCE CHANGE WTSIDE OF ACCEPTABLE RANGE, KRATIO = 7.42 11941.000 7.36 1097.26 .00 .00 1099.05 1.80 ~.06 .30 1089.90 ' 8000.0 280.8 7438.4 280.8 40.7 676.6 40.7 343.2 43.9 7089.90 .42 6.90 10.99 6.90 .040 .045 .040 .000 7089.90 942.93 .007747 6. 6. 6. 6 0 0 .00 114.14 1057.07 ,LHV= .100 CEHV= 300 1490 NH CARD USED SECNO 11943.000 11943.000 7.41 1097.31 .00 .00 1099.07 7.76 .02 .00 1089.90 8000.0 288.7 7422.6 288.7 41.4 682.0 41.4 343.3 43.9 1089.90 , .42 6.98 10.88 6.98 .040 .046 .040 .000 7089.90 942.84 .007853 2. 2. 2. 2 0 0 .00 114.32 1057.16 ' 04JUN04 09:53:05 PAGE 50 ' SECNO DEPTH CNSEL CRIWS WSELK EG HV HL ~L~SS L-BANK ELEV ~ , ~ ~L09 ~CH OROB ~ TIME VLOB VCH VROB SLOPE XLOBL %LCH XLOBR ' 490 NH CARD USED *SECNO 12100. 000 ' 12100.000 8000.0 7.98 309.2 7098.68 7387.6 .00 309.2 ~ .42 6.45 10.05 6.45 .006065 157. 157. 157. , 1490 NH CARD USED SECNO 12340 .000 12340.000 8.27 1100.17 .00 8000.0 319.6 7360.9 379.6 43 6.20 9.67 6.20 ' . .005354 240. 240. 240. ~490 NH CARD USED SECNO 12500 .000 12500.000 8 35 1101.05 .00 8000.0 322.1 7355.8 322.1 ' .43 6.14 9.58 6.14 .005194 160. 160. 160. ~ 490 NN CARD USED `SECNO 12800 .000 12800.000 8.62 7702.62 .00 ' 8000.0 332.1 7335.8 332.1 .44 5.93 9.24 5.93 ~ .004624 300. 300. 300. 1490 NH CARD USED SECNO 13040 .000 13040.000 8.53 1103.73 .00 8000.0 328.6 7342.7 328.6 .45 6.00 9.36 6.00 ' .004872 240. 240. 240. ~490 NH CARD USED SECNO 13200 .000 73200.000 8.50 1104.50 .00 8000.0 327.3 7345.5 327.3 ' .46 6.03 9.40 6.03 .004891 160. 160. 160. ~ 04JUN04 09:53: 05 ' ALOB ALH AROB VOL TUA R-BANK ELEV XNL XNCH XNR WTN ELMIN SSTA ITRIFL ]DC ICONT CORAR TOPYtD ENDST .00 1700.18 1.50 1.08 .03 1090.70 48.0 734.5 48.0 346.1 44.3 7090.70 .040 .046 .040 .000 7090.70 941.98 2 0 0 .00 176.04 1058.02 .00 1107.56 1.38 7.37 .01 1091.90 51.5 767.2 51.5 350.8 44.9 1091.90 .040 .046 .040 .000 1097.90 941.54 2 0 0 .00 716.91 1058.46 .00 1102.40 1.36 .84 .00 1092.70 52.4 767.8 52.4 354.0 45.4 1092.70 .040 .046 .040 .000 1092.70 941.44 2 0 0 .00 117.13 1058.56 .00 1103.88 1.26 1.47 .01 7094.00 56.0 793.8 56.0 360.1 46.2 7094.00 .040 .046 .040 .000 1094.00 941.07 0 0 0 .00 117.98 1058.99 .00 1105.02 1.29 7.13 .01 1095.20 54.8 784.8 54.8 365.1 46.8 1095.20 .040 .046 .040 .000 1095.20 941.16 2 0 0 .00 177.68 1058.64 .00 1105.80 1.31 .78 .00 7096.00 54.3 787.2 54.3 368.3 47.3 1096.00 .040 .046 .040 .000 1096.00 941.22 1 0 0 .00 117.56 1058.78 SECNO DEPTH CuSEL CRINS USELK EG HV HL OIOSS ~ ~LOB OCH ~ROB ALOB ACH AROB VOL TWA ' TiME VLOB VCH VROB XNL XNCN XNR WTN ELMIN L-BANK ELEV R-BANK ELEV SSTA PAGE 51 Y , SLOPE XLOBL XLCH XLOBR ITRIAL IDC ILONT CORAR TOPUID ENDST , 1490 NH CARD USED ~ SECNO 73320 .000 ~73320.000 8.48 1105.08 .00 .00 1106.39 7.37 .59 .00 1096.60 8000.0 326.H 7346.3 326.8 54.7 780.1 54.7 370.8 47.6 1096.60 .46 6.04 9.42 6.04 .040 .046 .040 .000 1096.60 941.24 ' .004914 120. 120. 120. 0 0 0 .00 717.53 1058.76 490 NH CARD USED ~ SECNO 13322 .000 13322.000 8.35 7104.95 .00 .00 1706.46 7.51 .Oi .06 1096.60 8000.0 757.9 6484.2 757.9 52.5 768.6 52.5 370.8 47.6 1096.60 , .46 14.43 8.44 14.43 .OiS .046 .015 .000 7096.60 941.42 .004023 2. 2. 2. 2 0 0 .00 117.15 1058.58 ~ 490 NH LARD l1SED *SECNO 13380 .000 ~ 13380.000 8.71 1105.31 .00 .00 1106.69 1.38 .22 .07 7096.60 ' 8000.0 784.2 6431.7 784.2 57.2 801.7 57.2 372.0 47.8 1096.60 .46 13.72 6.02 13.72 .075 .046 .015 .000 1096.60 940.88 ' .003439 58. 58. 58. 2 0 0 .00 178.23 1059.12 - 1490 NH CARD USED 'SELNO 73417.000 13477.000 8.49 7105.59 .00 .00 1706.83 1.24 .12 .01 1097.70 8000.0 710.3 6579.4 710.3 54.2 848.8 54.2 372.8 47.9 1097.10 .46 13.70 7.75 13.70 .015 .045 .015 .000 1097.70 937.22 ~ .003247 37. 37. 37. 2 0 0 .00 125.55 1062.78 ~CHV= .300 CEHV= .500 SECNO 13418. 000 13418.000 B.SD 1105.60 .00 .00 7106.83 1.23 .00 .DO 1097.70 8000.0 705.0 6590.0 705.0 54.3 849.5 54.3 372.8 47.9 1097.10 ' .46 12.98 7.76 12.98 .075 .045 .075 .000~ 1097.10 937.21 .003183 i. 1. 1. 1 0 0 .00 125.58 1062.79 ~ SECNO 13423. 000 13423.000 8.53 7105.63 .00 .00 7106.85 7.22 .0~ .00 7097.10 ' 8000.0 706.6 .6586.8 706.6 54.6 857.9 54.6 373.0 47.9 1097.10 .46 12.94 7.73 12.94 .015 .045 .015 .000 1097.70 937.18 .003750 5. 5. 5. 0 0 0 .00 125.65 1062.82 , 1 04JUN04 09:53: 05 ' SECNO DEPTH CUSEL CRIVIS NSELK EG HV HL OLOSS L-BANK ELEV , a OLOB OCH OROB ALOB ACN AROB VOL TWA R-BANK ELEV TIME VLOB VCN VROB XNL XNCH XNR uTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ItRIAL IDC [CONT CORAR TOPWID ENDST ' PAGE 52 ~\ 1 ' *SECNO 13424.000 ~302 WARNING: CONVEYANCE CHANGE Ol1TSIDE OF ACCEPTABLE RANGE, KRAT[0 = 2.75 ~3424.000 8.77 1105.81 .00 .00 7106.89 1.08 .00 .04 1097.10 8000.0 272.6 7454.7 272.6 57.1 877.3. 57.7 373,0 47.9 1097.10 .46 4.77 8.56 4.77 .015 .015 .015 .000 1097.10 936.88 , .000416 7. 7. 1. 2 0 0 .00 726.23 1063.12 "SECNO 13435.000 DOWNSTREAM SIDE OF N. GENERAL KEARNY ROAD BRIDGE 73435.000 8.59 7705.79 .00 .00 1106.93 1.74 .00 .03 1097.20 8000.0 239.4 7521.3 239.4 50.1 858.7 50.7 373.2 47.9 1097.20 ' .46 4.78 8.76 ~ 4.78 .015 .015 .015 .000 1097.20 938.33 .000444 11. 11. 11. 2 0 0 .00 723.34 1061.67 ~EWAL BRIDGE ~ XK XKOR COFO RDLEN BuC BLIP BAREA SS ELCHU ELCHD 7.25 1.50 3.00 150.00 100.00 3.30 7320.00 7.50 1097.70 1097.20 ~ECNO 13486.000 ASS A LOL1 FLOY 3420 BRIDGE N.S.= 1105.94 BRIDGE VELOCITY= 8.61 CALCULATED CHANNEL AREA= 899. ~GPRS EGLNL H3 ONEIR OLOH BAREA TRAPEZOID ELLC ELTRD NEIRLN AREA ~ .00 1107.13 .17 0. 8000. 1320. 1092. 1107.50 7713.80 0. . UPSTREAM SIDE OF N. GENERAL KEARNY ROAD BRIDGE ONE 7'4" BRIDGE PIERS 3486.000 8.45 7105.95 .00 .00 1107.13 1.18 .20 .00 1097.50 8000.0 235.8 7528.3 235.8 48.6 845.2 48.6 374.3 48.1 1097.50 , .46 4.86 8.91 4.86 .075 .015 .015 .000 1~97.50 938.51 .000469 51. 51. 51. 0 0 0 .00 122.96 7067.49 ~ ~ECNO 13491.000 13491.000 8.51 7706.01 .00 .00 1707.15 1.14 .00 .07 7097.50 ' 8000.0 266.6 7466.8 266.6 54.5 850.6 54.5 374.4 48.7 1097.50 .46 4.90 8.78 4.90 .075 .015 .075 .000 7097.50 937.20 .000452 5. 5. 5. 2 0 D .00 125.61 7062.80 , 04JUN04 09:53:05 PAGE 53 ~ SECNO DE7TH CLISEL CRILIS NSELK EG HV HL OLOSS L-BANK ELEV ~ OLOB ~CH ~ROB AL09 ACH AROB VOL TLIA R-BANK ELEV ~ TIME VLOB VCN VROB XNL %NCH XNR NTN ELMIN SSTA SLOPE %LOBL RLCH XLOBR iTRIAL IDL ICON7 CORAR TOPNID ENDST ~ELNO 13531.000 ~2 ' ~307 NV LNANGED MORE THAN HVINS 13531.OD0 8.06 7105.76 .00 .00 7107.43 1.67 .02 .27 1100.90 ' 8000.0 74.5 7850.3 75.1 17.6 750.6 18.2 375.2 48.2 1097.70 .47 4.24 10.46 4.13 .015 .015 .015 .000 1097.70 946.18 .000720 40. 40. 40. 2 0 0 .00 107.64 1053.82 ~SECNO 73532.000 ~302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .37 73532.000 8.24 1105.94 .00 .00 7107.48 1.54 .00 .04 1097.70 ~ 8000.0 225.1 7549.9 225.1 79.5 766.4 19.5 375.3 48.2 1097.70 .47 11.53 9.85 11.53 .075 .045 .015 .000 1097.70 945.92 .005345 1. 1. 1. 2 0 0 .00 708.17 1054.08 ISECNO 73543.000 ~301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED NSEL,QISEL 693 PROBABLE M[NIMUM SPECIFIC ENERGY ~720 CRITICAL DEPTH ASSUMED " 73543.000 6.10 1108.00 7708.00 .00 1110.91 2.92 .09 .69 1101.90 8000.0 572.2 6855.5 572.2 28.0 567.0 28.0 375.4 48.2 1101.90 ' .47 20.44 12.22 20.44 .015 .045 .015 .000 1101.90 944.82 .012288 11. 11. 17. 20 75 0 .00 110.36 7055.18 ~'SELNO 13548.000 ~301 HV CHANGED MORE THAN HV[NS 3302 LIARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.44 ~ 13548.000 7.46 7109.36 .00 .00 7171.26 1.90 .04 .30 1707.90 8000.0 678.3 6643.4 678.3 41.9 686.2 41.9 375.5 48.2 1707.90 ~ .47 76.20 9.68 16.20 .075 .045 .015 .000 1101.90 942.77 .005896 5. 5. 5. 8 0 0 .00 114.46 1057.23 ~ 04JUN04 09:53:05 PAGE 54 ' SECNO DEPTH CWSEL CRINS uSELK EG HV HL OLO55 L-BANK ELEV 0 OLOB ~CH OR08 ALOB ACH AROB VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB 1(NL XNLH XNR HTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1CONT CORAR TOPWID ENDST ~CHV= .700 CEHV= .300 . 490 NH LARD USED *SECNO 13550.000 I , 13550.000 7.45 1109.35 .00 .00 1117.28 1.93 .01 .01 1101.90 ~ 8000.0 690.2 6619.6 690.2 41.8 685.5 41.8 375.6 48.2 1701.90 ' .47 16.57 9.66 76.57 .015 .046 .015 .000 1107.90 942.78 ~.006738 2. 2. 2. 2 0 0 .00 114.43 1057.22 490 NH CARD USED ~ SECNO 13563 .000 13563.000 7.47 1109.44 .00 .00 1717.36 1.92 .08 .00 1101.97 8000.0 690.8 6616.4 690.8 41.9 686.3 41.9 375.8 48.3 1101.97 ' .47 16.49 9.64 76.49 .015 .046 .015 .000 1101.97 942.77 .006113 13. 13. 73. 0 0 0 .00 114.46 1057.23 , 490 NH LARD USED *SECNO 13565 .000 13565.000 7.90 1709.88 .00 .00 7177.41 1.53 .07 .04 1101.98 ' 8000.0 306.2 7387.7 306.2 47.0 726.6 47.0 375.8 48.3 7107.98 .47 6.52 10.77 6.52 .040 .046 .040 .000 1101.98 942.71 .006297 2. 2. 2. 3 0 0 .00 115.78 1057.89 ~ 7490 NH CARD USED SECNO 13725 .000 ~ 13725.000 8.25 7111.05 .00 .00 7112.39 1.34 .96 .02 1112.10 8000.0 .0 8000.0 .0 .0 862.2 .0 378.9 48.7 1112.10 , .47 .005728 .00 760. 9.28 160. .00 160. .000 2 .045 0 .000 0 .000 .00 1102.80 176.86 941.57 1058.43 ~490 NH CARD USED SECNO 13800 .000 13800.000 8.62 1111.82 .00 .00 1112.80 .98 .37 .04 1112.50 8000.0 .0 B000.0 .0 .0 1009.2 .0 380.5 48.9 1112.50 ~ .47 .00 7.93 .00 .000 .047 .000 .000 1103.20 929.01 .004334 75. 75. 75. 2 0 0 .00 129.97 7058.99 ~ 490 NH CARD t1SED 1 ~ 04JUN04 09:53:05 SECNO DEPTH CuSEL CRINS {7SELK EG HV NL OLOSS L-BpNK ELEV ~ 0 OLOB OCH ~ROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' *SECNO 13900. 000 73900.000 8.39 7112.09 .00 .00 1113.38 1.29 .48 .09 1713.00 ~ 8000.0 .0 8000.0 .0 .0 877.6 .0 382.7 49.2 1113.00 .48 .00 , 9.12 .00 .000 .045 .000 .000 1103.70 941.37 ' .005422 100. 100. 100. 2 0 0 .00 117.25 1058.63 , 1490 NN CARD USED ~SECNO 14120. 000 14120.000 8.49 1113.29 .00 .00 1114.55 1.26 7.17 .00 1114.10 8000.0 .0 6000.0 .0 .0 889.5 .0 387.2 49.8 1114.10 .48 .00 8.99 .00 .000 .045 .000 .000 1104.80 941.22 ' .005203 220. 220. 220. 2 0 0 .00 117.56 1058.78 PAGE 55 ~` ' ~ 90 NH CARD USED *SECNO 14320 .000 74320.000 8.54 1114.34 .00 .00 7775.58 1.24 1.03 .00 1715.10 ' 8000.0 .0 8000.0 .0 .0 896.6 .0 391.3 50.3 1115.10 .49 .00 8.92 .00 .000 .045 .000 .000 1105.80 941.13 .005077 200. 200. 200. 1 0 0 00 117 74 1058 87 ' . . . 1490 NN CARD USED SECNO 14520 .000 14520.000 8.56 1115.36 .00 .00 7116.59 1.23 7.01 .00 7116.70 8000.0 .0 8000.0 .0 .0 899.1 .0 395.4 50.9 1116.10 .50 .00 -8.90 .00 .000 .045 .000 .000 1106.80 941.10 ' .005034 200. 200. 200. 0 0 0 .00 777.81 1058.90 ~490 NH LARD USED SELNO 74720. 000 14720.000 8,57 1116.37 .00 .00 7717.60 7.23 7.01 .00 1117.70 8000.0 .0 8000.0 .0 .0 899.3 .0 399.5 57.4 1117.10 ' .50 .00 8.90 .00 .000 .045 .000 .000 1107.80 941.70 .005037 200. 200. 200. 0 0 0 .00 117.81 1058.90 ~ 490 NH CARD USED "SECNO 74928. 000 '14928.000 8.44 1117.34 .00 .00 1118.67 1.32 7.04 .03 1108.90 8000.0 325.6 7348.8 325.6 53.7 776.9 53.7 403.8 52.0 7108.90 .51 6.07 9.46 6.07 .040 .046 .040 .000 1708.90 941.29 I , .004985 208. 208. 208. 2 0 0 .00 117.43 7058.77 ~ 04,IUN04 09:53 :05 ~ SECNO DEPTH CL15EL CRiWS uSELK EG HV NL OLO55 L-BANK ELEV 0 ~LOB OCH OROB AL08 ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR VTN ELMIN SSTA . ' SLOPE XLOBL XLCN XLOBR ITRIAL IDC ICONT CORAR TOPN[D EN~ST *SECNO 74930. 000 ~' ,14930.000 8 33 1117.23 .00 .00 1118.73 1.50 .01 .OS 1708.90 8000.0 742.9 6514.7 742.9 52.3 766.6 52.3 403.8 52.0 1108.90 .51 14.22 8.50 14.22 ~.015 .045 .075 .000 1708.90 941.46 , .003920 2. 2. 2. 2 0 0 .00 117.09 1058.54 CNV= .30 0 CEHV= .500 ~ 'SECNO 14971. 000 14971.000 8.30 1717.40 .00 .00 1118.93 1.53 .18 .02 1109.10 8000.0 269.5 7461.0 269.5 22.5 764.3 22.5 404.6 52.1 7109.10 ' .51 11.96 9.76 11.96 .015 .045 .015 .000 1109.10 945.82 .005193 41. 41. 41. 1 0 0 .00 108.36 1054.18 1SECN0 14980.000 PFGE 56 6~ ' ~01 HV CHANGED MORE THAN HVfNS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 693 PROBABLE MINIMl1M SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED . 14980.000 5.98 7718.58 1118.58 .00 1121.36 2.77 .08 .62 1112.60 , 8000.0 229.2 7465.2 305:6 26.9 550.3 26.9 404.7 52.1 1112.60 .57 8.51 13.57 11.35 .040 .045 .030 .000 1112.60 945.00 .015539 9. 9. 9. 20 15 0 .00 110.07 7055.00 ,SECNO 14986.000 ~307 HV CNANGED MORE THAN HVINS ~302 NARNING: CONVEYANCE CHANGE WTSIDE OF RCCEPTABLE RANGE, KRATIO = 7.43 ~ ' 14986.000 734 1119.94 .00 .00 1727 J2 1.78 .06 30 7712.60 8000.0 276.8 7354.1 369.1 40.5 674.7 40.5 404.8 52.7 7772.60 . ' .51 6.84 70.90 9.12 ,040 .045 .030 .000 1112.60 942.96 .007646 6. 6. 6. 6 0 0 .00 714.08 1057.04 ~CHV= .700 CEHV= .300 04JUN04 09:53:05 PAGE 57 I ' SECNO DEPTH CWSEL CRILIS LISELK EG HV Hl OLOSS L-BANK ELEV ~ aLOB ~CH oROB ALOB ACH AR08 VOL TWA R-BANK ELEV TIME VL08 VCH VROB XNL XNCN %NR HTN ELMIN SSTA SLOPE XLOBL %LCH %LOBR ITRIAL IDC iCONT CORAR TOPYID ENDST ~490 NH CARD USED *SECNO 14988.000 ~74988.000 7.35 1119.95 .00 .00 1721.74 1.79 .02 .00 1112.60 8000.0 286.6 7426.8 286.6 40.7 676.6 40.7 404.9 52.7 1112.60 .51 7.04 10.98 7.04 .040 .046 .040 .000 7112.60 942.93 ~.008071 2. 2. 2. 1 0 0 .00 174.14 1057.07 1490 NH LARD USED ,SECNO 15220.000 75220.000 8.09 t727.89 .00 .00 1123.35 1.45 1.57 .03 7113.80 8000.0 313.1 7373.7 373.7 49.3 744.6 49.3 409.1 52.7 1173.80 ' .52 6.35 9.90 6.35 .040 .046 .040 .000 1113.80 941.82 .005783 232. 232. 232. 2 0 0 .00 116.37 1056.18 ,490 NH CARD USED ~ SECNO 15460.000 . 15460.000 8.31 1123.37 .00 .00 1724.68 1.37 1.32 .01 1715.00 ' 8000.0 -320.8 7358.4 320.8 52.0 764.4 52.0 473.9 53.4 7715.00 .52 6.17 9.63 6.77 .040 .046 .040 .000 1115.00 941.49 .005275 240. 240. 240. 2 0 0 ,00 ~717.02 1058.51 r ' ~Y ~ 1490 NH CARD USED 'SECNO 15660.000 75660.000 8.37 1724 37 8000.0 323.7 7353.8 ' .53 6.12 9.55 .005134 200. 200. ~490 NH CARD USED SECNO 15870.000 15870.000 8.35 1125.45 ~ 8000.0 322.6 7354.8 .54 6.13 9.56 .005765 210. 210. ~ 1490 NH CARD USED *SECNO 15974.000 ~15974.000 8.40 7126.00 8000.0 323.6 7352.8 .54 6.71 9.53 ' .005705 10G. 104. ~ 04JUN04 09:53:05 ~ SECNO DEPTH CNSEL 0 OLOB OCN TIME VLOB VCN , SLOPE XLOeL XLCH ~490 NH CARD USED SECNO 15978.000 15978.000 8.32 7125.92 8000.0 803.2 6895.6 .54 15.40 9.00 , .004604 4. 4. ~490 NH CARD USED SECNO 16085.000 ' 16085.000 8.20 1126.40 8000.0 792.4 6970.4 .54 15.67 9.17 .004871 107. 107. ' 1490 NH CARD USED SECNO 16190.000 301 HV CHkNGED MORE THAN HV(NS '16190.000 7.34 1126.04 8000.0 2609.7 5190.2 . .55 20.26 7.68 , .003953 105. 105. .00 .00 1125.72 1.35 1.04 .00 1116.00 323.1 52.8 770.4 52.8 417.9 53.9 7176.00 6.72 .040 .046 .040 .000 1176.00 941.39 200. 2 0 0 .00 117.27 1058.61 .00 .00 7126.80 7.35 7.08 .00 7117.10 322.6 52.6 769.1 52.6 422.1 54.5 7177.10 6.13 .040 .046 .040 .000 1777.70 941.42 210. 1 0 0 .00 117.17 7058.SB .00 .00 1127.34 7 34 .53 .DO 7117.60 323.6 52.9 777.6 52.9 424.2 54.8 1117.60 6.11 .04D .046 .040 .000 1777.60 941.37 104. 0 0 0 .00 117.25 1058.63 CRINS WSELK EG HV HL . OLOSS L-BANK ELEV ~R08 ALOB ACH AROB VOL TNA R-BANK ELEV VROB XNL XNCH XNR {JTN ELMIN SSTA XLOBR ITRIAL IDC ICONT CORAR TOPNID ENDST .00 .00 1727.40 1.47 .02 .04 7117.60 301.2 52.2 765.9 52.2 424.2 54.8 1177.60 5.77 .015 .046 .040 .000 1117.60 941.47 4. 2 0 0 .00 117.06 7058.53 .00 .00 1727.92 1.52 .51 .02 1118.20 297.2 50.6 754.0 50.6 4Z6.4 55.1 1118.20 5.88 .075 .046 .040 .000 7118.20 941.66 107. 2 0 0 .00 116.67 7058.34 .00 .00 1728.73 2.68 .46 .35 1118.70 200.1 128.8 676.0 40.6 428.4 55.3 1118.70 4.92 .075 .046 .040 .000 1118.70 930.94 105. 3 0 0 .00 126.12 1057.06 PACE 58 ~` ' ,490 NH CARD USED SECNO 16280.000 ,301 NV CNANGED MORE THAN HVINS 16280.000 8.80 7727.90 .00 .00 1129.21 1 31 35 .14 7119.10 8000.0 842.8 6841.2 316.0 58.3 810.0 58.3 430 2 55 6 1119 10 ' .55 14.44 8.45 5.42 .015 .046 .040 . .000 . 1719.10 . 940.75 .003759 90. 90. 90. 4 0 0 .00 178.51 1059.25 ` SECNO 16285.000 16285.000 8.81 1727.91 .00 .00 1129.23 1 32 .02 ~ .00 1119.70 8000.0 777.8 6444.3 777.8 58.5 871.3 58.5 430.4 55.6 1119.10 ~ .55 73.29 7.94 13.29 .015 .045 .015 .000 1119.10 940.73 .003176 5. 5. 5. 7 0 0 .00 178.55 1059.27 ~ 04JUN04 09:53 :05 - PAGE 59 ' SECNO DEPTH CWSEL CRINS uSELK EG HV HL OLOSS L-BANK ELEV ' ~ ~LOB TIME VLOB ~CN VCH UROB VROB ALOB XNL ACN XNLH AROB XNR VOL WTN TNA ELM[N R-BANK ELEV SSTA SLOPE I(LOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' ~ SECNO 16344.000 16344.000 8.57 1728.01 .00 .00 1129.55 1.54 .25 .07 1724.30 8000.0 105.8 7788.5 105.8 10.3 782.3 70.3 431.5 55.8 1124.30 ' .55 10.22 9.96 70.22 .075 .045 .015 .000 7119.50 948.42 .005962 59. 59. 59. 2 0 0 .00 103.16 1051.58 ~ " CHV= .300 CEHV= .500 *SECNO 76360.000 ,301 HV CHANGED MORE THAN HVINS 665 20 TR[ALS ATTEMP TED HSEL,CWSEL 693 PROBABLE MINIMUM SPECIFIC E NERGY 720 LRITICAL DEPTH ASSUMED 16360.000 6.17 N31.61 1131.61 .00 1134.51 2.90 .13 .68 7725.50 ' 8000.0 ~ 573.4 6853.2 573.4 28.1 ~ 562.4 28.1 431.8 55.8 1125.50 .55 20.39 12.19 20.39 .015 .045 .015 .000 7125.50 944.80 .072184 76. 16. 16. 20 15 0 .00 110.40 7055.20 ' *SECNO 16366.000 ~07 HV CNANGED MORE T NAN HVINS ~02 LIARNING: CONVEYA NCE CHANGE OUTSIDE ~F ACCEPTAB LE RANGE, KRATIO = 7.43 16366.000 7.46 1132.96 .00 .00 1734.86 7.91 .05 .30 1125.50 8000.0 677.4 6645.2 677.4 41.7 685.1 41.7 431.9 55.8 1125.50 ^ ~~S'~ ' .55 16.23 9.70 16.23 .015 .045 .015 .000 1125.50 942.79 ' .005931 6. 6. 6. 6 0 0 .00 714.42 7057.21 , •SECNO 16370.000 '16370.000 7.35 7132.95 .00 .00 1734.91 1.96 .02 .03 1125.60 8000.0 670.3 6659.4 670.3 40.7 676.6 40.7 432.0 55.8 1125.60 .55 16.47 9.84 16.47 .015 .045 .015 .000 1125.60 942.93 ~ ' .006212 4. 4. 4. 2 0 0 .00 114.74 1057.07 CCHV= .100 CEHV= .300 ' 04JUN04 09:53:05 PpGE 60 ~ SECNO DEPTH CNSEL. CRIWS NSELK EG HV HL OLOSS L-BANK ELEV ~ ~LOB OCH ~ROB ALOB ACH AROB VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE %LOBL XLCH 1CLOBR ITRIAL IDC ICONT LORAR TOPUID ENDST 'SECNO 16372.000 3302 NARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.68 '16372.000 7.69 1133.29 .00 .00 1134.95 1.66 .00 .03 1125.60 B000.0 262.2 7475.5 262.2 44.5 707.4 44.5- 432.0 55.8 1125.60 .55 5.89 10.57 5.89 .015 .015 .015 .000 1125.60 942.43 ' .000750 2. 2. 2. 3 0 0 .00 715.15 7057.57 'SECNO 16476.000 INEFFECTIVE FLON ASSUMED FOR RAMP AREAS 76416.000 7.28 1133.18 .00 .00 1735.04 1.86 .04 .06 1125.90 ' 8000.0 249.4 7501.1 249.4 40.0 670.5 40.0 432.8 56.0 1125.90 .55 6.24 71.79 6.24 .015 .015 .075 .000 1125.90 943.03 .0009D2 46. 46. 46. 2 0 0 .00 113.94 1056.97 'SECNO 16473.000 ~302 NARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .34 INEFFECTIVE FLON ASSUMED FOR RAMP AREAS '16473.000 6.95 1733.05 .00 .00 1135.26 2.27 .11 .10 7126.10 8000.0 639.7 6720.7 639.7 36.4 639.7 36.4 433.7 56.1 1126.10 .55 77.58 10.51 17.58 .075 .045 .075 .000 1726.10 943.53 .007625 55. 55. 55. 2 0 0 .00 172.94 1056.47 , 1490 NH CARD USED SECNO 16515.000 ~16515.000 7.51 1133.91 .00 .00 1135.63 1.72 .32 .OS 1726.40 8000.0 297.9 7476.3 291.9 42.3 690.0 42.3 434.4 56.2 1126.40 .55 6.89 10.75 6.89 .040 .046 .040 .000 1126.40 942.71 ' .007538 42. ~ 42. 42. 3 0 0 .00 114.58 1057.29 90 NH CARD USED ~p' ` ~ECNO 16620.000 ' 16620.000 7.66 1134.76 ' 8000.0 297.4 7405.1 .56 6.74 70.51 .007020 105. 105. ' 1 ~ , 04JUN04 09:53:05 SECNO DEPTH LNSEL ~ ' 0 ~LOB ~CH TIME VLOB VCH SLOPE XLOBL XLCH ~490 NH CARD USED t5ECN0 16630.000 ' 76630.000 7.52 1134.62 8000.0 397.9 7204.2 .56 7.03 11.57 , .008992 . 10. 70. 490 NH CARD USED SECNO 16700.000 3301 HV CHANGED MORE THAN HVINS , 76700.000 8.28 1135.78 8000.0 484.5 7122.6 , .56 6.20 9.56 .005267 70. 70. ~490 NN CARD USED SECNO 16800.000 16800.000 8.01 1136.41 ' 8000.0 752.3 6889.0 .56 4.88 9.34 .005217 100. 100. ~490 NH CARD USED `SECNO 76802.000 ,16802.000 8.02 1136.42 8000.0 741.9 6905.9 .56 4.79 9.36 ~ .004996 2. 2. ~490 NH CARD USED SECNO 16834.000 16834.000 7.84 7736.54 8000.0 712.1 6938.7 ' .56 4.95 9.62 .005458 32. 32. ' .00 .00 1136.40 1.64 .76 .01 7127.10 297.5 44.1 704 3 44.7 436.3 56.5 1127.10 6.74 .040 .046 .040 .000 1127.10 942.48 105. 2 0 0 .00 115.05 1057.52 CRI41S WSELK EG HV HL OLOSS L-BANK ELEV OROB ALOB ACH AROB VOL TWA R-BANK ELEV VROB XNL XNCH XNR 41TN ELMIN SSTA XLOBR 'ITRfAL IDC ICONT CORAR TOPNID ENDST .00 .00 1736.57 1.95 .08 .09 7127. 70 397.9 56.6 622.9 56.6 436.5 56.5 1127. 70 7.03 .045 .047 .045 .000 7727.10 943. 55 10. 2 0 0 .00 112.89 1056. 45 .00 .00 1137.70 1.33 .47 .06 1127.50 392.9 78.1 744.9 68.5 437.8 56.7 1127.50 5.73 .043 .046 .045 .000 1727.50 926.99 70. 3 0 0 .00 731.56 7058.55 .00 .00 1737.64 7.22 .52 .01 1128. 40 358.7 154.0 737.2 64.2 439.9 57.1 1128. 40 5.59 .038 .046 .045 .000 1128.40 856. 82 100. - 2 0 0 .00 205.21 1062. 03 .00 .00 7137.65 1.23 .01 .00 7128.40 352.2 155.0 738.2 64.4 440.0 57.7 1128.40 5.47 .038 .045 .045 .000 1128.40 856.42 2. 0 0 0 .00 205.63 1062.05 .00 .00 1137.84 1.30 .17 .02 1128.70 349.8 743.9 720.9 62.1 440.7 57.3 1128.70 5.64 .038 .045 .045 .000 7728.70 861.76 32. 2 0 0 .00 200.08 1067.84 PAGE 61 ~o ' 04JUN04 09:53 :05 , SECNO DEPTN CNSEL CRIWS USELK EG Q OLOB ~CN ~ROB ALOB ACH ' TIME VLOB VCH VROB XNL XNCH SLOPE XL08L XLCH XLOBR ITRIAL IDC ~ ~ 490 NH CARD USED *SECNO 16880. 000 785 MINIMUM SPECIFIC ENERGY ~ 720 CRITICAL DEPTH ASSUMED 16880.000 4.65 7136.85 1136.85 .00 7738.44 8000.0 935.8 6934.4 129.8 130.1 659.4 ' .56 7.19 10.52 6.13 .030 .045 .013080 46. 46. 46. 3 11 ~ SECNO 76890. 000 3685 20 TRIAL S ATTEMPTED WSEL,CIJSEL 693 PROBABLE MINIMUM SPECIFIC ENERGY ~ 720 CRITICAL DEPTH ASSUMED DOWNSTREAM SIDE OF ST JOSEPH'S ROAD '16890.000 8000.0 3.72 279.1 1737.52 5355.4 1737.52 2365.5 .00 44.7 1138.63 607.0 .57 6.24 8.82 7.88 .016 .016 .002590 10. 10. 70. 20 75 ' "SECNO 16930.000 UPSTREAM SI DE OF 5T JOSEPH'S ROAD '16930.000 4.08 1137.88 .00 .00 1138.74 8000.0 2468.0 3193.4 2318.6 385.1 368.6 .57 6.46 8.66 6.58 .076 .076 ' .001569 . 40. 40. 40. 6 0 SECNO 77430.000 , 685 20 TRIIILS ATTEMPT E~ WSEL,CNSEI 3693 PROBABLE MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH AS SUMED ~ 77430.000 4.00 1141.20 1147.20 .00 1141.79 8000.0 5358.2 2521.7 120.1 937.9 359.7 .59 5.71 7.01 3.67 .030 .032 , .070438 450. 500. 520. 20 6 SECNO 17880.000 17880.000 4.93 1145.33 .00 .00 7145.79 8000.0 5050.5 2232.7 716.9 973.1 358.5 .61 5.19 6.23 4.34 .030 032 ' .007630 450. 450. 450. 5 . 0 ' 04JUN04 09:53: 05 ' SECNO DEPTH CWSEL- CRiNS 415ELK EG HV HL OLOSS L-BANK ELEV AROB VOL TNA R-BANK ELEV XNR uTN ELMIN SSTA ICONT LORAR TOPNID ENDST 7.59 .37 .09 1132.20 27.2 441.6 57.5 1132.20 .045 .000 7132.20 775.72 0 .00 258.59 1034.31 1.72 .OS .OS 1135.60 300.3 447.8 57.6 7733.80 .016 .000 1733.80 721.00 0 .00 441.82 1162.61 .86 .08 .03 1135.40 352.5 442.7 58.0 1133.80 .016 .000 7133.80 720.72 0 .00 450.07 1770.73 .58 7.56 .03 1140.00 33.3 456.1 66.0 7140.00 .030 .000 1137.20 1180.98 0 .00 1039.37 2220.35 .46 165.1 .030 0 HV 3.99 .01 1144.00 470.7 77.2 1144.00 .000 1140.40 7153.36 .00 1119.30 2272.66 NL OLOSS L-BANK ELEV PAGE 62 PAGE 63 l` ' a ~LOB aLH ~ROB ALOB ACH AROB VOL TNA R-BANK ELEV ~ TIME VLOB VCH VROB XNL XNCH XNR YTN ELMIN SSTA SLOPE XLOBL %LCH XLOBR ITRIAL IDC ICONT CORAR TOPNID ENDST ''SECNO 18280.000 18280.000 5.11 1148.21 .00 .00 1748.66 .45 2.87 .00 1144.80 ' 8000.0 4396.3 3525.3 78.4 869.5 607.0 74.8 484.9 87.1 1148.00 .63 5.06 5.81 1.05 .040 .050 .040 .000 1143.10 7382.36 .006486 415. 400. 385. 3 0 0 .00 1007.09 2389.46 ~SECNO 18710.000 7785 MINIMUM SPECIFIC ENERGY 720 LRITICAL DEPTH ASSl1MED 18770.000 4.85 1152.85 1152.85 .00 1153.43 .57 3.65 .04 1152.00 8000.0 2294.8 3857.8 1853.5 533.5 509.6 445.3 499.9 97.6 1157.50 , .65 4.30 7.56 4.16 .040 .050 .040 ,000 1148.00 1418.64 .017614 430. 430. 430. 7 70 0 .00 7127.18 2539.81 , 04JUN04 . 09:53:05 PAGE 64 ' THIS RUN EXECUTED 04JUN04 09:53:05 x.+....~..+..~...........+.....+.x+.. HEC-2 uATER SURFACE PROfILES ~Versian 4.5.1; September 1990 •r.rnr+rww~++r~w~wwwtWwwww+wtvrtrw+kx++re ~OTE- ASTERISK ("') AT LEFT OF LRO55-SECTION NUMBER INDICATES MESSAGE iN SUMMpRY OF ERRORS LIST ~ESIGN CONDITION SUMMARY PRINTOUT TABLE 150 ' SECNO XLCH ELTRD ELLC ELMIN 0 CUSEL CRINS EG 10*KS VCH AREA .O7K ' 3700.000 .00 .00 .00 1010.60 10000.00 1022.00 .00 1024.77 44.04 13.37 748.16 7506.89 2750.000 350.00 .00 .00 7072.21 10000.00 1023.63 .00 1026.27 40.81 13.05 766.40 1565.46 ~' 2400.000 350.00 .00 .00 1013.62 70000.00 1025.07 .00 1027.69 40.40 13.07 768.83 1573.31 ~ 2350.000 50.00 .00 .00 1013.80 10000.00 1025.10 .00 1027.81 10.54 13.22 756.26 3080.74 2000.000 350.00 .00 .00 1015.27 10000.00 7024.89 1024.89 1028.87 18.28 16.02 624.29 2338.98 ~ 1650.000 350.00 .00 .00 1016.62 10000.00 1026.29 1026.29 1030.28 78.30 76.02 624.04 2337.63 ' 1550.000 100.00 .00 .00 1017.10 10000.00 1026.79 1026.79 1030.76 18.21 16.00 625.16 2343.69 ~I_ ~ 1200.000 350.00 .00 .00 1078.51 10000.D0 1028.19 7028.19 1032.17 18.22 16.00 624.95 2342.56 v , . ~ 800.000 400.00 .00 .00 1020.73 70000.00 1029.81 1029.81 1033.79 18.22 16.00 624.94 2342.53 * 340,000 460.00 .00 .00 1022.70 70000.00 7031.78 1031.78 7035.76 18.22 76.00 624.94 2342.53 ~ 260.000 80.00 00 00 1025 60 10000 00 1035 28 1035 28 1039 26 78 22 16 00 624 94 2342 53 . . . . . . . . . . . ~ .000 260.00 .00 .00 7028.40 10000.00 7038.08 1038.08 1042.06 18.22 16.00 624.94 2342.53 350.000 350.00 .00 .00 7032.20 10000.00 1047.89 7041.89 7045.86 18.22 16.00 624.94 2342.53 ~ 699.000 349.00 .00 .00 1036.00 70000.00 1045.68 1045.68 1049.66 18.22 16.00 624.94 2342.53 * 756.000 57.00 .00 .00 1039.40 10000.00 7049.47 .00 7050.06 6.68 5.96 7634.75 3870.36 , 799.000 43.00 .00 .00 1039.80 10000.00 1049.49 .00 1050.09 7.67 6.24 1603.97 3670.05 ~ 827.000 28.00 7056.00 1054.00 1039.80 10000.00 1049.58 .00 1050.17 7.44 6.18 1679.32 3666.55 04JUN04 09:53:05 PAGE 65 ' SECNO %LCH ~ELTRD ELLC ELMIN ~ CNSEL CRINS EG 10'KS VLH AREA .01K ' 877.000 50.00 .00 .00 1040.30 10000.00 1049.54 .00 1050.25 9.63 6.77 7479.18 3222.91 946.000 69.00 7056.50 1054.50 1040.30 70000.00 7049.87 .00 1050.48 8.71 6.56 1525.40 3388.72 ' 999 000 53 00 . . .00 .00 1041.00 10000.00 1049.78 .00 7050.57 11.49 7.14 7407.00 2949.92 ' 1068.000 69.00 1057.30 7055.30 1041.00 10000.00 1050.11 .00 1050.84 10.11 6.87 1457.19 3145.47 1163.000 95.00 .00 .00 1041.30 70000.00 1050.20 .00 1050.94 10.64 6.92 1449.13 3065.41 ' 1791.000 28.00 7056.50 7054.50 1041.30 10000.00 7050.50 .00 7051.79 9.55 6.69 1498.71 3236.59 1296.000 105.00 .00 .00 1042.00 10000.00 1050.47 .00 1057.37 12.97 7.40 1325.48 2777.06 ~' 7448 000 152 00 00 00 1043 70 10000 00 7050 10 00 7051 96 3 . . . . . . . . . 4.55 10.61 921.66 1707.36 ~ 7606.000 158.00 .00 .00 1043.19 10000.00 1050.54 .00 1052.57 36.79 10.95 886.08 1648.66 1951.100 345.10 .00 .00 7042.80 10000.00 1052.39 .00 1053.46 75.62 8.14 1271.62 2530.33 ' 2045.200 78.90 1060.10 1058.90 1043.00 10000.00 1052.44 .00 1053.55 76.65 8.31 1187.47 2450.76 2140.400 94.80 .00 .00 1044.70 10000.00 1052.15 .00 1053.97 30.52 10.45 934.23 1870.12 ~ 2141 400 7 00 00 00 1044 70 10000 00 1051 97 00 1054 08 76 05 10 82 900 47 1146 72 . . . . . . . . . . . . . t 2200.000 58.60 .00 .00 1045.10 70000.00 1052.41 .00 1054.52 72.74 10.67 972.72 1172.49 2500.000 300.00 .00 .00 1046.30 10000.00 1054.66 .00 7056.27 45.27 9.21 1058.20 1486.22 ' 2800.000 300.00 .00 .00 1047.50 10000.00 1056.05 .00 1057.58 47.80 8.99 1084.48 7546.65 3100.000 300.00 ~ .00 .00 7048.70 70000.00 1057.31 .00 1058.82 40.77 8.92 1092.84 1566.0 5 . ~ ~ ~ 3400.000 300.00 .00 .00 1049.90 10000.00 1058.54 .00 7060.04 40.73 8.87 1098.24 1578,62 ~ I ' 3700.000 300.00 .00 .00 7051.70 10000.00 1059.74 .00~ 1061.24 40.06 8.87 1098.78 1579.90 4000.000 300.00 .00 .00 1052.30 10000.00 7060.94 .00~ 7062.44 40.22 8.88 1097.10 1576.79 ~ 4300 000 300 00 - 00 00 1053 50 10000 00 1062 15 00 7063 65 40 13 8 87 1098 20 1578 54 . . . . . . . . . . . . . 4498.000 198.00 .00 .00 1054.30 10000.00 7062 95 .00 1064 44 40 13 8 87 1098 24 7578 62 ' . . . . . . 4598.000 100.00 .00 .00 1054.70 70000.00 1063.55 .00 7064.83 33.73 8.24 1779.70 1737.38 ~ 4600.000 2.00 .00 .00 1055.40 70000.00 1063.22 .00 1064.98 47.67 8.99 1030.61 1448.37 4606.000 6.00 .00 .00 1055.40 10000.00 1063.27 .00 1065.01 46.59 8.92 1037.62 1464.99 ' 4610.000 4.00 .00 .00 1055.40 10000.00 1063.53 .00 1065.05 44.92 9.06 1074.78 7492.01 ~ 04JUN04 09:53:05 PAGE 66 ~ SELNO XLCH ELTRD ELLC ELMIN 0 CNSEL CRINS EG 70*KS VCH AREA .01K 4696.000 86.00 .00 .00 1055.80 10000.00 1063.29 .00 7065.66 38.21 7.91 1072.77 1617.84 ' 4800.000 704.00 .00 .00 1056.10 70000.00 1064.86 .00 1066.15 35.37 8.44 1157.67 1681.46 4870.000 10.00 .00 .00 1056.10 70000.00 1065.08 .00 1066.21 35.85 8.65 1197.96 1670.16 ' 4900 000 90 00 00 00 056 6 00 0 00 6 3 0 66 7 7 . . . . . 0 1 0 . 1 70 5. 9 0 . 10 .55 38.02 8. 9 172.08 1621.74 I 5200.000 300.00 .00 .00 7057.70 10000.00 7066.54 .00 1067.68 37.47 8.75 1777.49 1633.62 5500.000 300.00 .00 .00 1058.90 10000.00 7067.66 .00 1068.83 38.49 8.62 1167.59 1611.92 ' S548.000 . 48.00 .00 .00 1059.20 10000.00 7067.83 .00 1069.03 40.39 8.95 7150.54 1573.48 . 5552.000 4.00 .00 .00 1059.20 10000.00 1067.70 .00 1069.71 37.95 8.58 1129.99 1623 37 ~ 5700 000 748 00 00 00 7059 60 10000 00 1068 27 00 1069 65 34 66 8 31 1159 77 1698 49 . . . . . . . . . . . . . ~ 5706.000 6.00 .00 .00 1059.60 10000.00 7068.24 .00 1069.69 31.59 7.97 7154.41 1779.10 5794.000 88.00 ~ .00 .00 7060.00 70000.00 1068.70 .00 7069.98 32.43 8.14 1157.28 1756.07 ' S932.000 138.00 1082.50 1079.70 1060.51 10000.00 7069.34 .00 1070.58 30.77 8.00 1175.82 1802.86 5950.000 18.00 .00 .00 1060.64 10000.00 1069.28 .00 7070.70 32.44 8.02 7748.54 1755.76 ' S955 000 5 00 00 00 1060 64 10000 00 1069 44 00 1070 73 33 83 29 8 1172 16 1779 36 . . . . . . . . . . . . . ~ 6130.000 175.00 .00 .00 1061.30 10000.00 1070.02 .00 1071.34 34.97 8.38 1160.33 1697.06 6135.000 5.00 .00 .00 1061.30 10000.00 1070.28 .00 1071.38 35.45 8.60 1198.29 1679.50 ~~ 6400.000 265.00 .00 ~.00 1062.40 10000.00 1071.27 .00 1072.37 37.87 8.78 1173.53 7624.91 6700.000 300.00 .00 .00 1063.50 10000.00 1072.35 .00 1073.49 37.20 8.73 7180.16 7639.48 ~~ ' 7000.000 300.00 .00 .00 1064.70 10000.00 7073.47 .00 1074.63 38.30 8.81 1769.34 1615.7 , ~~ 7300.000 300.00 .00 .00 10fi5.80 10000.00 1074.63 .00 1075.77 37.63 8.76 1775.90 1630.12 7441.D00 141.00 . .00 .00 1066.40 70000.00 1075.15 .00 1076.32 38.69 8.84 7165.61 1607.59 ~! 7445.000 4.00 00 00 1067 80 iD000 00 7074 71 00 1076 65 89 88 11 36 901 43 1054 80 . . . . . . . . . . ~ 7451.000 6.00 .00 .00 1067.80 10000.00 1074.84 .00 1076.77 84.41 11.75 919.23 1088.41 ~ 7455.000 4.00 .00 .00 1067.80 10000.00 7074.92 .00 1076.75 79.39~ 11.02 930.18 • 1722.31 ~ 7670.000 215.00 .00 .00 1068.70 70000.00 1076.75 .00 1078.15 57.77 9.67 1063.47 1389.80 7675.000 5._00 .00 .00 1068.70 10000.00 1076.54 .00 1078.28 46.24 8.98 1033.48 7470.51 ' - 04JUN04 09:53:05 PAGE 67 ~ SECNO XLCH ELTRD ELLC ELMIN 0 CLISEL CRIHS EG 10*KS VCH AREA .01K ~ 7750.000 75.00 .00 .00 1069.00 10000.00 1076.56 .00 1078.62 23.87 6.30 1175.58 2046.65 7857.000 7~7.00 .00 .00 7069.40 10000.00 1077.27 .00 7078.99 45.45 8.93 1038.85 1483.37 ~ 7862.000 5.00 .00 .00 1069.40 70000.00 1077.50 .00 7079.04 45.53 9.70 1070.38 1482.01 7895.000 33.00 .00 .00 7069.60 10000.00 7077.63 .00 7079.19 46.73 9.17 1061.93 1462.89 I 7900 000 5 00 00 . . . .00 7069.60 10000.00 7077.95 .00 1079.24 45.55 9.29 1107.16 1481.65 ~ 8200.000 300.00 .00 .00 1070.70 10000.00 1079.34 .00 1080.54 40.62 8.97 1147.85 1568.95 8500.000 300.00 .00 .00 1071.90 10000.00 1080.56 .00 1087.76 40.32 8.95 1150.27 1574.84 ' 8800.000 300.00 .00 .0~ 7073.00 70000.00 1081.78 .00 1082.94 38.46 8.82 7167.88 7612.55 9100.000 300.00 .00 .00 1074.20 1000D.D0 7082.93 .00 1084.11 39.05 8.86 1162.27 1600.31 ' 9400 000 300 00 00 00 7075 40 70000 00 1084 10 00 7085 29 39 56 8 90 7 57 5 ~ . . . . . . . . . . . 1 . 7 1589.93 ' 9700.000 300.00 .00 .00 1076.50 10000.00 1085.30 .00 1086.46 38.15 8.80 1170.88 1619.11 9979.000 279.00 .00 .00 7077.60 70000.00 1086.36 .00 1087.53 38.41 8.62 1168.29 1613.45 1 9984.000 5.00 .00 .00 1077.60 10000.00 7086.26 .00 1087.60 35.84 8.44 1751.66 1670.49 10025.000 41.00 .00 .00 1077.80 10000.00 1086,40 .00 1087.75 36.67 8.50 1743.59 7657.41 f, 10030 000 5 00 00 00 1077 80 10000 00 7086 34 DO 1087 80 33 83 8 73 1134 31 1719 47 . . . . . . . . . . . . . ~ 70096.000 66.00 .00 .00 1078.10 10000.00 1086.55 .00 1088.04 35.14 8.23 7121.45 1686.84 10100.000 4.00 .00 .00 1079.50 70000.00 1086.22 .00 1088.42 77.29 10.34 908.30 7137.44 ' 10106.000 6.00 .00 .00 7079.50 10D00.00 1086.35 .00 1088.47 72.11 10.12 927.13 1177.63 10708.000 2.00 .00 .00 1079.50 10000.00 1085.68 1085.63 1088.78 110 94 72 76 744 38 949 43 . . . . . ~ ~ ' 10220.000 172.00 .00 .00 7079.90 10000.00 1087.13 .00 1089.57 41.75 8.69 969.13 1547.73 ' ;~ 10335.000 115.00 1092.00~ 1090.00 1080.40 10000.00 1087.97 .00 1089.88 28.49 8.60 1078.78 1873.44 10400.000 65.00 .00 .00 1080.60 10000.00 1088.44 .00 1090.17 35.91 8.52 7058.77 1668.81 ~ 10510.000 110.00 .00 .00 1087.10 10000.00 1089.53 .00 1090.49 23.39 6.85 1371.22 2067.57 I 10515.000 5.00 .00 .00 7081.60 10000.00 1089.55 .00 1090.51 34.14 7.96 1286.60 1771.37 10700.000 785.00 .00 .00 1081.80 8000.00 7090.00 .00 1091.42 55.18 9.76 855.77 1076.98 ~ 10968.000 268.00 .00 .00 1083.10 8000.00 1091.50 .00 7092.84 50.78 9.51 878.83 1122.67 1 ' 04JUN04 09:53:05 PAGE 68 SECNO XLCH ELTRD ELLC ELMIN ~ CHSEL CRIWS EG 10*KS VCH AREA .01K ~ 11048.000 80.00 .00 .00 1083.50 8000.00 7092.43 .00 1093.78 25.17 6.98 1156.78 1594.54 ~ 11748.000 100.00 .00 .00 1084.10 8000.00 1092.33 .00 7093.73 54.36 9.72 860.03 1085.02 , 71470.000 322.00 .00 .00 7085.70 8000.00 7094.09 .00 1095.43 51.04 9.53 877.59 1719.78 ~I ~ 71735.000 265.00 .00 .00 1087.00 8000.00 7095.45 .00 1096.77 49.79 9.46 884.58 7T33.71 ' 11929.000 194.00 .00 .00 1088.00 8000.~0 1096.41 .00 1097.74 5038 9.49 687.24 7727.05 , 11930 000 1 00 00 00 7088 00 8000 00 1096 41 00 1097 75 4 4 5 . . . . . . . . . . 8. 2 9. 1 881.03 7149.63 , ~ 11935.000 5.00 .00 .00 1089.90 8000.00 1095.90 1095.90 1098.69 156.70 13.65 606.25 639.09 * 11941.000 6.00 .00 .00 7089.90 8000.00 1097.26 .00 1099.05 77.47 10.99 758.08 908.92 ~'~. , 71943.000 2.00 .00 .00 1089.90 8000.00 7097.31 .00 7099.07 78.53 70.88 764.67 902.74 12100.000 157.00 .00 ,00 1090.70 8000.00 1096.68 .00 1100.18 60.65 10.05 830.42 1027.22 ~ 12340 000 240 00 00 00 1091 90 8000 00 1100 17 00 7107 56 53 54 9 67 864 24 7093 32 . . . . . . . . . . . . . I~ 12500.000 160.00 .00 .00 1092.70 B000.00 1101.05 .00 1102.40 51.94 9.58 872.70 1110.06 12800.000 300.00 .00 .00 1094.00 8000.00 1102.62 .00 1703.88 46.24 9.24 905.83 1176.43 ' 13040.000 240.00 .00 .00 1095.20 8000.00 1103.73 .00 7105.02 48.72 9.36 894.32 1153.24 13200.000 760.00 .00 .00 7096.00 8000.00 1104.50 .00 1105.80 48.91 9.40 889.70 1143.96 , 73320.000 120.00 00 00 1096 60 6000 00 1105 08 00- 1706 39 49 14 9 42 888 32 1747 20 . . . . . . . . . . . 13322.000 2.00 .00 .00 1D96.60 8000.00 1104.95 00 1106 46 40 23 8 44 873 67 1261 23 , . . . . . . 13380.000 . 58.00 .00 .00 1096.60 8000.00 1105,31 .00 1706.69 34.39 8.02 915.97 1364.12 ~ 1 13477.000 37.00 .00 .00 7097.10 8000.00 7705.59 .00 1106.83 32.47 7.75 957.21 1403.98 73418.000 1.00 .00 .00 1097.10 8000.00 1105.60 .00 1106.83 31.83 7.76 958.20 1418.04 ~~ ' 13423.000 ~ 5.00 .00 .00 7097.10 8000.00 7105.63 .00 1106.85 31.50 7.73 961.17 1425.34 ~ _ __ ~ 13424.000 1.00 .00 .00 1097.10 8000.00 1705.61 .00 1106.89 4.16 8.56 985.58 3922.52 13435.000 11.00 .00 .00 1097.20 8000.00 7705.79 .00 1106.93 4.44 8.76 958.93 3794.58 .~ 73486.000 51.00 1713.80 1707.50 7097.50 B000.00 1105.95 .00 1107.73 4.69 8.91 942.32 3692.28 ~ 73491.000 5.00 .00 .00 1097.50 8000.00 7106.01 .00 1107.15 4.52 8.76 959.48 3762..12 13531.000 40.00 .00 .00 7097.70 8000.00 1105.76 .00 1107.43 7.20 10.46 786.39 2987.27 ~ 04JUN04 09:53:05 PAGE 69 ~ SELNO xLCH ELTR~ ELLC ELM[N ~ CNSEL CRINS EG 10*KS VCH AREA .01K ~ 13532.000 7.00 .00 .00 1097.70 8000.00 1105.94 .00 1107.48 53.45 9.85 805.49 7094.26 13543.000 11.00 .00 .00 1701.90 8000.00 7108.00 1108.00 1110.91 122.88 12.22 617.02 721.69 ~ 13548.000 5.00 .00 .00 1107.90 8000.00 1109.36 .00 1171.26 58.96 9.68 770.01 1041.87 73550.000 2.00 .00 .00 1701.90 B000.00 7109.35 .00 7711.28 61.38 9.66 769.13 1021.12 ' 73563.000 13.00 .00 .00 7101.97 8000.00 1709.44 .00 1111.36 61.73 9.64 770.08 1023.21 13565.000 2.00 .00 .00 1701.98 8000.00 1109.88 .00 7177.47 62.97 70.17 620.51 1008.73 ~ 13725 000 160 00 00 . . . .00 1102.80 8000.00 7777.05 .00 1112.39 57.28 9.28 862.16 1057.06 ~~ 13800.000 75.00 .00 .00 1703.20 8000.00 7111.82 .00 1112.60 43.34 7.93 1009.22 1215.17 13900.000 100.00 .00 .00 1103.70 8000.00 1112.09 .00 7773.38 54.22 9.12 877.65 1086.44 ~~ ' 14120.000 220.D0 .00 .00 1104.80 8000.00 7173.29 .00 1114.55 52.03 8.99 889.47 1109.03 14320.000 200.00 .00 .00 1105.80 ~ 8000.D0 1114.34 .00 1115.58 50.77 8.92 896.62 7722.77 , 14520 000 200 00 00 00 1106 60 8000 00 1115 36 . . . . . . . .00 7116.59 50.34 8.90 899.17 1127.56 I~ 14720.000 200.00 .00 .00 1107.80 8000.00 1116.37 .00 1117.60 50.31 8.90 899.30 1127.92 74928.000 208.00 .00 .00 7108.90 8000.00 7117.34 .00 1118.67 49.85 9.46 884.27 1133.09 1 14930.000 2.00 .00 .00 7108.90 8000.00 7777.23 .00 1118.73 39.20 8.50 877.08 1277.81 14971.000 47.00 .00 .00 1109.10 6000.00 1117.40 .00 1178.93 57.93 9.76 609.36 1110.12 '' 14980 000 9 00 00 00 1112 60 8000 00 7718 58 1118 58 1121 36 155 39 13 57 604 18 641 76 . . . . . . . . . . . . . . ; 74986.000 6.00 .00 .00 7772.60 8000.00 1119.94 .00 7721.72 76.46 10.90 755.64 914.89 74988.000 2.00 .00 .00 1112.60 8000.00 1119.95 .00 1121.74 80.71 10.98 758.04 890.47 1 15220.000 232.00 .00 .00 1113.80 8000.00 1121.89 .00 1123.35 57.83 9.90 843.17 1057.98 15460.000 24~.00 .00 .00 1115.00 8000.00 1123.31 .0~ 1124.68 - 52.75 9.63 868.35 1101.45 I ~ ` ' 15660.000 200.00 .00 .00 1116.00 8000.00 1724.37 .00 1125,72 57.34 9.55 875.97 1116.56 , ~ 15870.000 210.00 .00 .00 1117.10 8000.00 1125.45 .00 1126.80 51.65 9.56 874.27 1113.18 15974.000 104.00 .00 .00 1717.60 8000.00 1126.00 .00 1727.34 51.05 9.53 877.53 7119.66 ' 75978.000 4.00 .00 .00 1117.60 8000.00 7125.92 .00 1727.40 46.04 9.00 870.18 1779.05 16085.000 107.00 .00 .00 1118.20 8000.00 1126.40 .00 1127.92 48 77 9 17 855 10 1146 29 ~ . . . . O4JUN04 09:53:05 PAGE 70 , SECNO XLCH ELTRD EILC ELMIN C CYSEL CRINS EG 10*KS VCH AREA .01K ~ 16790.000 105.00 .00 .00 1118.70 8000.00 1126.04 .00 1128.73 39.53 7.68 845.57 1272.41 16280.000 90.00 .00 .00 7779.10 8000.00 1727.90 .00 1729.21 37.59 8.45 926.73 1304.86 ~ 16285.000 5.00 .00 .00 7119.10 8000.00 1727.97 .00 7129.23 31.76 7.94 928.34 1419.63 ' 16344.000 59.00 .00 .00 7119.50 8000.00 1128.01 .00 1729.55 59.62 9.96 802.98 1036.06 * 16360.000 16.00 .00 .00 1725.50 8000.00 1737.61 1131.61 1734.51 121.84 12.79 678.67 724.77 ~ 16366.000 6.00 .00 .00 1125.50 8000.00 1132.96 .00 1134.86 59.31 9.70 768.62 1038.77 16370.000 4.00 .00 .00 1125.60 8000.00 1132.95 .00 7134.91 62.12 9.84 757.97 1015.02 ~ 000 16372 2 00 00 00 1125 60 8000 00 1133 29 00 1734 95 7 50 10 57 796 35 2927 58 . . . . . . . . . . . . . ~ 16416.000 46.00 .00 .00 1125.90 8000.00 7133.18 ,00 1135.04 9.02 11.19 750.57 2663.39 ` 76473.000 55.00 .00 .00 7126.10 8000.00 1733.05 .00 1135.26 76.25 10.57 712.57 976.16 ~ 76515.OOD 42.00 .00 .00 1126.40 8000.00 7133.97 ~.00 7735.63 75.38 10.75 774.72 921.41 166Z0.000 105.00 .00 .00 1127.70 8000.00 1134.76 .00 1136.40 70.20 10.51 792.53 954.83 ~ 16630 000 10 00 00 00 1127 10 8000 00 1134 62 - 00 7736 57 89 92 57 77 736 08 843 65 . . . . . . . . . . . . . ' 16700.000 70.00 .00 .00 1127.50 8000.00 1135.78 .00 7137.70 52.67 9.56 897.56 7102.32 16800.000 100.00 .00 .00 7128.40 B000.00 1136.47 .00 1137.64 52.17 9.34 955.47 7107.56 ~ 76802.000 2.00 .00 .00 1728.40 8000.00 1136.42 .00 7137.65 49.96 9.36 957.57 1137.80 16834.000 32.00 .00 .00 7128.70 8000.00 1136.54 .00 1137.84 54.58 9.62 926.83 1082.85 ~' 16880 000 00 46 00 00 1132 20 8000 00 1136 85 7136 85 7138 44 730 80 10 52 870 71 699 50 . . . . . . . . . . . . . ~ 16890.000 10.00 .00 .00 7133.80 8000.00 1137.52 1137.52 1138.63 25.90 8.82 951.98 1572.00 76930.000 40.00 .00 .00 7133.80 8000.00 7137.88 .00 1138.74 15.69 8.66 1106.23 2019.46 I~ 77430.000 500.00 .00 .00 1137.20 8000.00 7141.20 7147.20 1147.79 104.38 7.01 1330.90 783.03 ' 17880.000 450.00 .00 .00 1140.40 8000.00 174533 .00 1145.79 76.30 6.23 1496.69 915.89 I Q ~Zl , 18280.000 400.00 .00 .00 1143.10 8000.00 1148.21 .00 7148.66 64.86 5.81 1551.23 993.34 1 _.._ ~ 78770.000 430.00 .00 .00 7148.00 8000.00 1152.85 7752.85 1153.43 116.14 7.56 1488.35 742.33 7 ~ 04JUN04 09:53:05 PAGE 71 ESIGN CONDIT ION ~UMMARY PRINT OUT TABLE 150 ~ SECNO ~ CWSEL DIFWSP DIFUSX DIFKNS TOPVIID XLCH ~ 3100.000 10000.00 1022.00 .00 .00 .00 83.60 .00 2750.000 10000.00 1023.63 .00 1.63 .00 84.25 - 350.00 ' 2400.000 10000.00 1025.07 .00 7.44 .00 84.34 350.00 * 2350.000 10000.00 1025.10 .00 .03 .00 83.89 50.00 ~ 000 2000 10000 00 1024 89 00 - 21 00 79 03 350 00 . . . . . . . . ~ 1650.000 10000.00 7026.29 .00 i.41 .00 79.02 350.00 7550.000 10000.00 7026.79 .00 .49 .00 79.06 100.00 ~ 1200.000 10000.00 1028.79 .00 1.47 .00 79.05 350.00 * 800.000 10000.00 7029.87 .00 7.62 .00 79.05 400.00 ~ 340 000 10000 00 7037 78 00 7 97 00 79 05 460 00 ~ . . . . . . . . . ~ 260.000 10000.00 1035.28 .00 3.50 .00 79.05 80.00 .000 10000.00 7038.08 .00 2.80 .00 79.05 260.00 ~ 350.000 10000.00 7041.89 .00 3.80 .00 79.05 350.00 * 699.000 10000.00 1045.68 .00 3.80 .00 79.05 349.00 ~ 756.000 10000.00 1049.47 .00 3.78 .00 178.87 57.00 799.000 10000.00 1049.49 .00 .02 .00 175.10 43.00 ~ 827.000 10000.00 1049.58 .00 .09 .00 175.28 28.00 ' 877.000 10000.00 1049.54 .00 -.04 .00 168.99 50.00 946.000 10000.00 1049.81 - .00 .27 .00 769.57 69.00 ~ 999.000 10000.00 1049.78 .00 -.03 .00 167.99 53.00 ~ 1068.000 70000.00 1050.17 .00 .33 .00 168.62 69.00 , 5 00 03 171 95 00 7163.000 10000.00 10 0.20 .00 .09 . . . ~` , 1791.000 10000.00 1050.50 .00 .30 .00 777.51 28.00 ' 7296.000 10000.00 1050.47 .00 -.03 .00 169.36 705.00 . I ~ , 04JUN04 09:53:05 PAGE 72 ~ SECNO ~ CNSEL DIFWSP DIFWSX DIFKWS TOP4ID XLCH ' 1448.000 10000.00 7050.10 .00 -.37 .00 143.18 152.00 1606.000 10000.00 1050.5G .00 .44 .00 140.32 758.00 I~ 1957 100 10000 00 7052 39 00 7 85 00 147 51 345 10 . . . . . . . ~ 2D45.200 10000.00 7052.44 .00 .04 .00 147.22 78.90 '~ 2140.400 10000.00 1052.15 .00 -.28 .00 136.39 94.80 ~'~I ~ 2141.400 10000.00 7051.91 .00 -.24 .00 735.64 7.00 2200.000 70000.00 7052.47 .00 .50 .00 735.91 58.60 , 2500 000 10000 00 7054 66 00 2 26 00 739 09 300 00 . . . . . . . . ' 2800.000 10000.00 1056.05 .00 1.39 .00 139.65 300.00 3700.000 70000.00 1057.31 .00 7.26 .00 139.83 300.00 , 3400.000 10000.00 1058.54 .00 7.23 .00 139.95 300.00 3700.000 10000.00 1059.74 .00 1.20 .00 139.96 300.00 I , 000 4000 10000 00 1060 94 00 20 7 00 139 71 300.00 . . . . . . . I 000 4300 10000.00 1062.15 .00 L21 .00 139.95 300.00 ~ ~ . ~ 4498.000 10000.00 7062.95 .00 .79 .00 139.95 198.00 ~ 4598.000 10000.00 1053.55 .00 .60 .00 146.55 700.00 4600.000 10000.00 ~1063.22 .00 -.33 .00 143.47 2.00 ' 4606.000 10000.00 7063.27 .00 .OS .00 743.62 6.00 4610.000 70000.00 1063.53 .00 .25 .00 744.39 4.00 ~ 54 47 00 86 4696.000 70000.00 1063.29 .00 -.24 .00 1 . . ~ 4800.000 10000.00 1064.86 .00 1.57 .00 145.77 104.00 4810.000 10000.00 1065.08 .00 .23 .00 146.55 10.00 ~ 4900.000 10000.00 7065.39 .00 .31 .00 146.40 90.00 5200.000 10000.00 1066.54 .00 1.14 .00 146.51 300.00 ~ 146 3 00 300 5500.000 70000.00 1067.66 .00 1.13 .00 . 1 . ~ 1 5548.000 70000.00 1067.83 .00 .17 .DO 146.04 48.00 ~ ~ 04JUN04 09:53:05 PAGE 73 ~ SECNO a CWSEL DIfWSP DIFWSX DIFK415 TOPNID XLCH ~ 5552.000 10000.00 1067.70 .00 -.13 .00 145.63 4.00 ' S700.000 10000.00 1068.27 .00 .58 .00 146.64 748.00 , 5706.000 10000.00 1068.24 .00 -.03 .00 746.54 6.00 ~ 5794 000 10000 00 1068 70 . . . .00 .46 .00 146.07 88.00 , 5932.000 10000.00 7069.34 .00 .64 .00 146.45 138.00 5950.000 10000.00 1069.28 .00 -.06 .00 145.92 18.00 ~ 5955.000 70000.00 1069.44 .00 .16 .00 746.40 5.00 6130.000 10000.00 1070.02 .00 .58 .00 146.16 175.00 ' 6135 000 10000 00 7070 28 00 25 00 146 93 5 00 . . . . . . . . , 6400.000 10000.00 1071.21 .00 .94 .00 146.43 265.00 6700.000 10000.00 1072.35 .00 1.74 .00 146.56 300.00 ' 7000.000 10000.00 1073.47 .00 1.12 .00 746.34 300.00 7300.000 10000.00 1074.63 .00 7.15 .00 146.48 300.00 ~ 7447 000 10000 00 1075 15 00 52 00 146 27 141 00 . . . . . . . . ~ 7445.000 1DOOO.OD 7074.71 .00 -.44 .00 140.74 4.00 7457.000 10000.00 1074.84 .00 .73 .00 747.12 6.00 ~ 7455.000 10000.00 1074.92 .00 .08 .00 141.35 4.00 7670.000 10D00.00 7076.75 .00 1.83 .00 744.16 215.00 ' 7675.000 70000.00 1076.54 .OD -.21 .00 143.53 00 ~ 5 . 7750.000 10000.00 1076.56 .00 .02 .00 166.70 75.00 ' 7857.000 10000.00 1077.27 .00 .77 .00 143.64 107.00 ' 7862.000 10000.00 1077.50 .00 .22 .00 144.30 5.00 7895.000 10000.00 7077.63 .00 .14 .00 144.12 33.00 ' 7900.000 10000.00 1077.95 .00 .32 .00 745.06 5.00 8200.000 10000.00 1079.34 .00 7.39 .00 145.90 300.00 , 8500.000 10000.00 7080.56 .00 1.22 .00 145.97 300.00 ~~ , 04JUN04 09:53:05 PAGE 74 , , ~ ' SECNO ~ CNSEL DIFN SP DIFWSX D]FKl:S TOPN[D %LCX ' 8800.000 10000.00 1081.78 .00 1.22 . .00 746.31 300.00 " 9100.000 10000.00 1082.93 .00 1.75 .00 146.20 300.00 ' 9400.000 700~0.00 1084.10 .00 1.17 .00 146.10 300.00 9700.000 10000,00 1085.30 .00 1.19 .00 146.37 300.00 ' 9979 000 10000 00 1086 36 00 1 06 00 146 32 279 00 . . . . . . . . ' 9984.000 10000.00 1066.26 .00 -.10 .00 145.98 5.00 10025.000 10000.00 1086.40 .00 .74 .00 745.81 47.00 ~ 10030.000 10000.00 1086.34 .00 -.OS .00 145.62 5.00 10096.000 10000.00 1086.55 .00 .27 .00 145.36 66.00 ~' 10700 000 70000 00 1086 22 00 - 33 00 745 17 4 00 . . . . . . . . , 10106.000 10000.00 1066.35 .00 .13 .00 145.56 6.00 10108.000 10000.00 1085.68 .00 -.67 .00 129.57 2.00 ~ 70220.000 10000.00 1087.13 .00 1.45 .00 147.22 112.00 * 10335.000 10000.00 7087.97 .00 .83 .00 746.23 115.00 ~ 10400.000 10000.00 7088.44 .00 .47 .00 753.43 65.00 70510.000 10000.00 7069.53 .00 1 09 00 775 20 170 00 1 . . . . 70515.000 70000.00 1089.55 .00 .02 .00 173.75 5.00 ~ 10700.000 8000.00 7090.00 .00 .45 .00 116.61 185.00 ~ . 10968.000 SD00.00 1091.50 .00 7.50 .00 117.20 268.00 ~ 11048.000 8000.00 1092.43 .00 .93 .00 742.82 80.00 ` 11148.000 8000.00 1092.33 ..00 -.10 .00 116.80 100.00 ' 17470.000 8000.00 7094.09 .00 1.76 .00 177.25 322.00 ~ 17735.000 8000.00 1095.45 .00 7.36 .00 717.43 265.00 11929.000 8000.00 1096.41 .00 .96 .00 117.35 194.00 ' , 71930.000 8000.00 1096.41 .00 .00 .00 117.34 1.00 _ * 17935.000 8000.00 1095.90 .00 -.51 .00 170.07 5.00 - 1 ~ 04JUN04 09:53:05 PqGE 75 ' , SECNO ~ CNSEL D[FLlSP DIFWS% DIFKNS TOPNID XLCH ' 11941 000 80 . 00.00 1097.26 .00 7 36 .00 774.14 6.00 . ' 17943.000 B000.00 1097.31 .00 .OS .00 114.32 2.00 12700.000 80D0.00 1098.68 .00 1.37 .00 176.04 157.00 ' 12340.000 8000.00 1100.17 .00 1.49 .00 116.91 240.00 12500.000 8000.00 it07.05 .00 .87 .00 177.13 160.00 ' 12800 000 8000 00 1102 62 00 I . . . . 1.57 .00 117.98 300.00 ~ ' 73040.000 8000.00 7703.73 .00 1.11 .00 777.68 240.00 13200.000 8000.00 1104.50 .00 .77 .00 117.56 160.00 II ' 13320.000 800~.00 1105.08 .00 .59 .00 117.53 120.00 73322.000 8000.00 7104.95 .00 -.13 .00 117.15 2.00 ' 13380 000 B000 00 1105 31 00 36 00 178 23 00 58 . . . . . . . . ' 13417.000 8000.00 7105.59 .00 .27 .00 125.55 37.00 13418.000 8000.00 1105.60 .00 .02 .00 725.58 1.00 ' 73423.000 8000.00 7105.63 .00 .03 .00' 125.65 5.00 * 13424.000 8000.00 1105.81 .00 .18 .00 126.23 7.00 ' 13435 000 8000 00 1105 79 00 - 02 00 123 34 17 00 . . . . . . . . ' 13486.000 8000.00 1105.95 .00 .17 .00 722.98 51.00 13491.000 8000.00 7106.07 .00 .OS .00 725.67 5.00 ' 13531.000 8000.00 1105.76 .00 -.24 .00 107.64 40.00 " 73532.000 8000.00 7105.94 .00 .18 .00 708.17 ~ 1.00 ~' 73543.000 8000.00 1108.00 .00 2.06 .00 110.36 11.00 13548.000 8000.00 7109.36 .00 1.36 .00 114.46 00 5 ; . 73550.000 8000.00 1109.35 .00 -.01 .00 714.43 2.00 ' 13563.000 8000.00 1109.44 .00 .08 .00 114.46 13.00 13565.000 8000.00 1709.88 .00 .44 .00 115.78 2.00 ' 13725.000 8000.00 1117.05 .00 1.78 .00 116.86 160.00 1 ' 04JUN04 09:53:05 Q~, PAGE 76 CY ' SECNO 0 CWSEL DIFWSP ~IFWSX DIFKI.'S TOPWID XLLH ' 73800.000 8000.00 1771.62 .00 .77 .00 729.97 75.00 ' 73900 000 B000 00 . . 7112.09 .00 .26 .00 117.25 100.00 ' 14720.000 8000.00 1713.29 .00 1.21 .00 117.56 220.00 14320.000 80~0.00 7114.34 .00 1.05 .00 177.74 200.00 ' 14520.000 8000.00 7115.36 .00 1.02 .00 117.81 200.00 14720.000 8000.00 1116.37 .00 1.01 .00 117.87 200.00 ' 14928 000 8000 00 1117 34 00 9 0 7 . . . . . 8 .0 .43 11 208.00 ' 74930.000 8000.00 1177.23 ,00 -.ii .00 717.09 2.00 14977.000 8000.00 7717.40 .00 .77 .00 708.36 41.00 ~ 74980.000 8000.00 1118.58 ,00 1.18 .00 710:01 9.00 * 14986.000 8000.00 1179.94 .00 7.36 .00 114.08 6.00 ' 000 14988 8000 00 7719 95 00 Ot 00 114 14 2 00 . . . . . . . . ' 15220.000 8000.00 1121.89 .00 1.95 .00 176.37 232.00 75460.000 8000.00 1123.37 .00 1.42 .00 177.02 240.00 ' 15660.000 8000.00 1724.37 .00 1.07 .00 117.21 200.00 15870.000 8000.00 7125.45 .00 1.08 .00 117.17 210.00 ' 75974 000 8000 00 1126 00 00 54 00 177 25 104 00 . . . . . . . . ' 15978.000 8000.00 1725.92 .00 -.07 .00 117.06 4.00 76085_000 8000.00 1126.40 .00 .47 .00 116.67 707.00 ' 76190.000 8000.00 1126.04 .00 -.35 .00 126.12 105.00 76280.000 8000.00 1127.90 .00 1.86 .00 118.57 90.00 ' 16285.000 8000.00 1127 91 00 01 00 118 55 5 00 . . . . . . 16344.000 8000.00 7128.01 .00 10 00 103 16 59 00 I . . . . 16360.000 8000.00 1131.61 .00 3.60 .00 710.40 16.00 ~ 16366.000 8000.00 1132.96 .00 1.34 .00 714.42 6.00 16370.000 8000.00 1132.95 .00 .00 .00 174.14 4.00 ' . 04J11N04 09:53:05 ~ ~ ' SECNO C 1 0 4 5EL DIFLISP DIFNSX DIFKNS TOPNID XLLH ~ 16372.000 8000.00 7133.29 .00 .34 .00 115.15 2.00 PAGE 77 ~~ ~ 16418.000 8000.00 1133.18 .00 -.10 .00 113.94 46.00 L 16473 000 8000 00 1133 05 00 - 13 . . . . . .00 712.94 55.00 , 16515.000 8000.00 1133.91 ' .00 .86 .00 174.58 42.00 16620.000 8000.00 7734.76, .00 .85 .00 115.05 tos.oo , 16630.000 8000.00 1134.62 .00 -.13 .00 112.89 10.00 16700.000 8000.00 7135.78 .00 1.16 .00 131.56 70.00 ' 76800 000 8000 00 1136 47 00 64 00 205 27 . . . . . . . 100.00 ~ 16802.000 8000.00 1736.42 .00 .Oi .00 205.63 2.00 16834.000 B000.00 7136.54 .00 .11 .00 200.08 32.00 ~ 76880.000 8000.00 1136.85 .00 .31 .00 258.59 46.00 * 16890.000 8000.00 7137.52 .00 .67 .00 441.82 70.00 , ' 16930 000- 8000 00 7137 88 00 36 00 450 07 40 00 . . . . . . . . ~ 17430.000 8000.00 1141.20 .00 3.33 .00 1039.37 500.00 17880.000 8000.00 1145.33 .00 4.73 .00 7119.30 450.00 , 18280.000 8000.00 1748.21 .00 2.88 .00 1007.09 400.00 * 18710,000 8000.00 1152.85 .00 4.65 .00 7721.78 430.00 I ' 04JUN04 09:53:05 PAGE 78 I ' ' SUMMARY OF ERRORS AND SP ECIpL NOTES ~ARNING SECNO= 2350.000 PROFILE= 1 LONVEYAN CE LNANGE OUTSIDE ACCEPTABLE RANGE I ' CAUTION SECNO= 2000.000 PROFILE= 1 CRIT[CAL DEPTH ASSUMED CAUTION SECNO= 2000.000 PROFILE= 1 MINIMUM SPECIFIL ENERGY ~AUTION SECNO= 7650.000 PROFILE= i CRITICAI ~EPTH ASSUMED CAUTION SECNO= 1650.000 PROFILE= 1 PROBABLE MINIMl1M SPEC[F[C ENERGY ~AUTION SECNO= 1650.000 PROFILE= 1 20 TRIAL S ATTEMPTED TO BA LANCE NSEL CAUTION SECNO= 1550.000 PROFILE= 1 CRITICAL DEPTH ASSUMED AUTION SECNO= 1550.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY ~ AUT10N SECNO= 1550.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BA LANCE WSEL CAUTION SECNO= 7200.000 PROFILE= 1 LRITICAL DEPTH ASSUMED AUTION SECNO= 1200.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY ~ g AUTION SECNO= 1200.000 PROFILE= 1 20 TR]ALS ATTEMPTED TO BALANLE NSEL AUTION SECNO= 800.000 PROFILE= i CRITICAL DEPTH ASSl1ME0 ~AUTION SECNO= 800.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY , CAUT[ON SECNO= 800.000 ~AUTIDN SECNO= 340.000 CAUTfON SECNO= 340.000 ~AUTfON SECNO= 340.000 CAf1TI0N SECNO= 260.000 AUTION SECNO= 260.000 ~AUTION SECNO= 260.000 LAUTION SECNO= .000 AUTION SECNO= .000 AUTION SELNO= ~ .000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE NSEL PROFILE= 1 CRITiCAL DEPTH ASSIIMFD PROFILE= 1 PROBABLE MINIMIJM SPECIFIC ENERGY PROFILE= 1 20 TR[ALS ATTEMPTED TO BALANCE WSEL PROFILE= 1 CR[TICAL DEPTH ASSUMED PROFILE= 1 PROBABLE MINIMUM SPECIFiC ENERGY PROFILE= 1 20 TR[ALS ATTEMPTED TO BALANLE NSEL PROFILE= 1 CR[TICAL DEPTH ASSUMED PROfILE= i PROBABLE MINIMl1M SPEC[FIC ENERGY PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL AUTION SECNO= 350.000 PROFILE= 1 CRITILAL DEPTN ASSUMED ~ AUTIDN SECNO= 350.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAl1TI0N SECNO= 350.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE IJSEL ~AUTION SELNO= 699.000 PROFILE= 1 CRITICAL DEPTN ASSUMED AUTION SELNO= 699.000 PROFILE= i PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 699.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL 'lARNING SECNO= 756.000 PROFILE= 7 CONVEYANCE CNANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1448.000 PROFILE= i CONVEYANCE CHANGE IXITSIDE ACCEPTFBLE RpNGE ~ARNING SECNO= 1957.100 PROFILE= 7 CONVEYANCE CNANGE OUTSIDE ALCEPTABLE RANGE ~ARN[NG SECNO= 2141.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NARNING SECNO= 7445.000 PROFILE= 1 CONVEYANCE CXANGE IXITSIDE ACCEPTABLE RANGE ' 04JUN04 09:53:05 ~~ARNING SECNO= 10100.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 10220.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUT[ON SECNO= 10335.000 PROFILE= 1 HYDRAULIC JUMP D.S. I~ARNING SECNO= 10700.000 PROPILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I~ARNING SECNO= 11048.000 PROFILE= 1 CONVEYANCE CNANGE OUTS[DE ACCEPTABLE RANGE ARNING SECNO= 11148.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACGEPTABLE RANGE .~AUTION SECNO= 11935.000 PROFILE= 1 LR[TICAL DEPTN ASSUMED AUTION SECNO= 17935.000 PROFILE= i MINIMUM SPECIFIL ENERGY ~ARNING SECNO= 11941.000 PROFILE= 1 CONVEYANLE LHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 13424.000 PROfILE= t CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 13532.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 13543.000 PROFILE= 7 CRITICAL DEPTN ASSUMED AUTION SECNO= 13543.000 PROfILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY AUTION SECNO= 13543.000 PROFILE= 7 20 TRIALS ATTEMPTED TO BALANCE WSEL PAGE 79 BY ' ~ARNING SECNO= 13548.000 PROFILE= 7 CONVEYANCE CHANGE WTSIDE ACCEPTABLE RANGE CAUTION SELNO= 14980.000 PROF[LE= 1 CRITICAL DEPTH ASSUMED AUT[ON SECNO= 14980.000 PROFILE= 1 PROBABLE MINIMIJM SPECIFIC ENERGY `AUTION SECNO= ~14980.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE NSEL ~ARNING SECNO= 14986.000 AUTION SECNO= 16360.000 CAUTION SECNO= 16360.000 ~AUTION SECNO= 76360.000 WARNING SECNO= 16366.000 ~ARNINC SELNO= 16372.000 ARNING SECNO= 16473.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CRITICAL DEPTH ASSUMED PROFILE= 7 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE NSEL PROFILE= 7 CONVEYANCE LHANGE OUTSIDE ACCEPTABLE RANGE PROFtLE= t CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROfILE= i CONVEYANCE LHANGE OUTSIDE ACLEPTABLE RANGE ~AUTION SECNO= 16880.000 PROFILE= 1 CAUTION SECNO= 16860.000 PROFILE= 1 'AUTION SECNO= 16890.000 PROFILE= 1 CAUTION SECNO= 16890.000 PROFILE= 1 AUTION SECNO= 76890.000 PROFILE= 1 ~Al1TI0N SECNO= 17430.000 PROFILE= 7 CAUTION SECNO= 77430.000 PROF[LE= 1 ~AUTION SECNO= 77430.000 PROF[LE= 1 I I J 04JUN04 09:53:05 LRITILAL DEPTH ASSUMED MIN[MUM SPECIFIC ENERGY CR[TICAL DEPTH ASSUMED PR08A8LE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE NSEI CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANLE NSEL ~AUTION SECNO= 18710.000 PROFILE= 1 CRITICAL DEPTH ASSUMED AUTION SECNO= 18710.0~0 PROFILE= 1 MINIMl1M SPECIFIC ENERGY i~ i~ ,~ ' ' 1 PAGE 80 8 ` '