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TABLE OF CONTENTS
OBJECTIVE
SITE DESCRIPTION
PROJECT DESCRIPTION
METHOD OF ANALYSIS
.vICINITY MAP
1
2
3
5
6
HYDROLOGIC CALCULATIONS-RATIONAL METHOD
PARAMETERS
INSTRUCTIONS
SOILS GROUPS
MURRIETA
TEMECULA
BLOW UP
INITIAL TC
POINT RAINFALL 2 YR/1 HR
RUNOFF COEFF. - C
POINT RAINFALL 100 YR/1 HR
INTENSITY SLOPE
OFFSITE HYDROLOGY MAP
RCFC PLATE NO.
D - 1.1
D - 1.2
C - 1. 52
C - 1.60
D - 3
D - 4.3
D - 5.2
D - 4.4
D - 4.6
7
8
9
10
11
12
13
14
15
16
17
HYDROLOGIC CALCULATIONS
100 YR. STUDY PER THIS TR. 23992 18
10 YR. STUDY PER P.P. 10579 30
HYDRAULIC CALCULATIONS
DOWNSTREAM BACK-UP - P.P. 10579
LINE "1" PER P.P. 10579
LINE "2" PER P.P. 10579
LINE "2A" PER P.P. 10579
LINE "lA" PER P.P. 10579
LINE "lB" PER P.P. 10579
39
63
69
75
79
1--
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.
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TABLE OF CONTENTS - CONT'D
CATCH BASIN CAPACITIES & CONN. PIPES - P.P. 10579
HYDRAULIC CALCS 83
ONSITE FACILITIES
LINE "1" - TIERRA VISTA CULVERT
LINE "lA" -10' C.B. & CONN.
LINE "2" - FIRE ACCESS ROAD CULVERT
LINE "2A" - 4' C.B. & 18"
LInE "2D" -4' G.B. So 18"
LINE "3" - N'LY GRATE
LINE "4" - NW'LY GRATE
LINE "5" - "303" CURB OUTLET @ TR. 3935
LINE "SA" - GRATE & 18"
LINE "6" - W'LY GRATE & "303" CURB OUTLET TO
"A" STREET
LINE "7" - W'LY 4' C.B.
LINE "8" - S'LY 4' C.B.
LINE "9" - "303" CURB OUTLET TO TIERRA VISTA E.
LINE "10" - "303" CURB OUTLET TO TIERRA VISTA W.
87
88
89
90
90
91
92
93
94
95
96
97
98
99
PARAMETERS
SAG CATCH BASIN CAPACITY - TABLE L, B.P.R. 100
CONN. PIPE CAPACITY - TABLE N, O.C. 101
GRATE CAPACITY - CB 104, R.C.F.C. 102
A.C. OVERS I DE DRAIN - STD. 306, RIV. CO. 103
STREET CAPACITY CHARTS
100/76 - PLATE D-7.2, R.C.F.C. 104
88/64 - PLATE D-7.3, R.C.F.C. 105
66/44 - PLATE D-7.4, R.C.F.C. 106
RCP/INLET CONTROL - NOMO 1I-67,B.P.R. 107
CURB OUTLET - STD. 303, RIV. CO. 108
BACK-UP HYDRAULIC CALCS.
TERRACE DRAIN CAPACITY
BROW DITCH CAPACITY
EXIST. CULVERTS UNDER I-IS - CAPACITY CHECK
110
111
113
HYDROLOGY MAP (DWG. NO. 3-B-4)
POCKET
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OBJECTIVE
THIS STUDY EVALUATES THE PEAK 100 YEAR STORM RUNOFF FLOWS
THAT AFFECT THE SUBJECT PROPERTY. A 100 YEAR STORM HAS A
PROBABILITY OF OCCURRING ONCE IN 100 YEARS. THESE
PRELIMINARY DESIGN FLOWS DERIVED HEREIN SHALL BE USED TO
PREPARE A COMPREHENSIVE HYDRAULICS STUDY FOR SIZING STORM
DRAIN FACILITIES AND CALCULATING COST ESTIMATES FOR THIS
DEVELOPMENT PROJECT.
PLANS FOR THE CONSTRUCTION OF THESE STORM DRAIN FACILITIES
HAVE BEEN PREPARED BY NBS/LOWRY, AND WILL ULTIMATELY REQUIRE
APPROVAL FROM RIVERSIDE COUNTY FLOOD CONTROL AND WATER
CONSERVATION DISTRICT (RCFC). THIS REPORT SUBSTANTIATES THE
PROPOSED DESIGN OF THE STORM DRAIN FACILITIES.
PI
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SITE DESCRIPTION
BEDFORD PROPERTIES' TRACT 23992 PROPOSES 382 CONDOMINIUM
UNITS ALONG WITH NEARLY 22 ACRES OF OPEN SPACE. THE SITE
CONSISTS OF APPROXIMATELY 36 ACRES IN RANCHO CALIFORNIA,
COUNTY OF RIVERSIDE, ON THE EASTERLY QUADRANT OF THE
INTERSECTION OF RANCHO CALIFORNIA ROAD AND INTERSTATE FREEWAY
I -15. THE BOUNDARY OF THE SITE IS BEST DESCRIBED BY
ASSESSOR'S PARCEL NOS. 923-020-038 AND 923-590-005. PLEASE
REFER TO TRACT MAP 2-3992. IT IS BOUNDED TO THE NORTHWEST BY
RANCHO CALIFORNIA ROAD, YNEZ ROAD, AND THE PROPOSED "A"
STREET PER P.P. 10579; TO THE SOUTHWEST BY INTERSTATE 15, TO
THE SOUTHEAST BY PROPOSED TRACTS 22761 AND 22762, AND TO THE
NORTHEAST BY VACANT HILLS PER MAP BOOK 54/25-30 AND A
COMMERCIAL LOT PER MAP BOOK 22/59.
THIS SITE IS LOCATED IN THE NORTHWEST PORTION, AND A PART OF
RIVERSIDE COUNTY'S SPECIFIC PLAN NO. 180.
THERE EXISTS TWO ORNAMENTAL LAKES IMMEDIATELY DOWNSTREAM OF
THE PROPOSED FACILITIES. ONE IS LOCATED AT THE RANCHO
CALIFORNIA INFORMATION CENTER, WHICH LIES IN A REMAINING
PARCEL OF TR. 23992. THE OTHER IS WITHIN THE BOUNDARY OF
P.P. 10579, QUALITY SUITES HOTEL. SEE PROJECT DESCRIPTION.
NOTE THAT FOR THIS AND PREVIOUS STUDIES, ALL LAKES ARE
CONSIDERED NONEXISTENT FOR SIZING STORM DRAINS.
THE MAIN PORTION OF THE SITE, MOSTLY EXISTING ROLLING HILLS,
GENERALLY DRAINS EASTERLY IN DIRECTION. A SMALL SOUTHERLY
PORTION, APPROXIMATELY 10 ACRES, FLOWS SOUTHERLY IN DIRECTION
TOWARD AN EXISTING PAIR OF 24" RCP CULVERTS UNDER INTERSTATE
15.
~
.
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.
P3
PROJECT DESCRIPTION
STORM RUNOFF GENERATED ONSITE IS PROPOSED TO SURFACE DRAIN IN
THE PARKING LOTS TO STRATEGICALLY LOCATED CATCH BASINS OR
GRATES AT LOW POINTS ONSITE. FLOWS ORIGINATING OFFSITE ARE
ANTICIPATED TO BE INTERCEPTED AND CONVEYED BY SURFACE
STREETS. WHEN STREET CAPACITIES ARE REACHED, CATCH BASINS
AND UNDERGROUND PIPES ARE TO BE UTILIZED TO TRANSPORT THE
RUNOFF.
THE PROPERTY'S NORTHEASTERLY BOUNDARY I S SUBJECT TO LOCAL
OFFSITE STORM RUNOFF. IN THE PRESENT CONDITION, THESE FLOWS
COLLECT IN AN ORNAMENTAL LAKE LOCATED OFFSITE WITHIN THE
RANCHO CALIFORNIA INFORMATION CENTER PROPERTY. WHEN THIS
LAKE OVERLOWS, THE STORM WATERS ARE ALLOWED TO ESCAPE THROUGH
AN EXISTING 18" CORRUGATED METAL PIPE AND TWO EXISTING CATCH
BASINS AT THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND YNEZ
ROAD. AFTER THE CAPACITY OF THESE STRUCTURES ARE MET,
OVERLAND FLOWS APPROACH TWO EXISTING CATCH BASINS AT A LOW
POINT IN RANCHO CALIFORNIA ROAD TO THE WEST. THIS IS WHERE
THE ULTIMATE EMERGENCY OVERLAND DRAINAGE ESCAPE IS LOCATED,
WHERE ANY FLOWS IN EXCESS OF THE CAPACITY, CURRENTLY OVERTOP
THE RIGHT-OF-WAY AND FLOW TO EXISTING LAKES IN THE EVENT THAT
CATCH BASINS ARE CLOGGED.
THIS PROBLEM IS TO BE ULTIMATELY MITIGATED BY CONSTRUCTING
PROPOSED STORM DRAIN IMPROVEMENTS FOR QUALITY SUITES HOTEL,
PLOT PLAN 10579, PARCEL 1, P.M. 22708. THIS REPORT FOR TR.
23992 IS A RE-EXAMINATION OF THIS PROJECT, WHICH INCLUDES THE
FACILITIES FROM EMPIRE CREEK DOWNSTREAM TO THE UPSTREAM
WATERSHED BOUNDARY. THIS HYDROLOGICAL/HYDRAULIC ENGINEERING
HAS RECENTLY BEEN APPROVED BY RCFD. THE FOLLOWING ARE
PROPOSED PER THE IMMEDIATE DOWNSTREAM PROJECT, P.P. 10579:
CONSTRUCT A MAIN LINE STORM DRAIN PIPE STUB AND BULKHEAD
IN YNEZ ROAD THAT CAN BE CONNECTED TO IN THE FUTURE BY
APPROPRIATE DEVELOPERS.
OTHER OFFSITE FLOWS APPROACH THE SITE VIA THE
SOUTHWESTERLY GUTTER IN YNEZ ROAD, WHICH IS TO TURN THE
CORNER AT THE PROPOSED "A" STREET. IT IS THEN
INTERCEPTED BY A PAIR OF CATCH BASINS AT A SAG CONDITION
IN "A" STREET, ALONG WITH ADDITIONAL STREET RUNOFF FROM
THE SUBJECT SITE, TR. 23992.
<0
.
.
.
PLt
THERE IS AN EXISTING 4' X 8' REINFORCED CONCRETE BOX
UNDER RANCHO CALIFORNIA ROAD THAT CONVEYS ALL OF THE
FLOWS MENTIONED ABOVE. THIS BOX IS OVERSIZED AND HAS
AMPLE CAPACITY FOR THE SUBJECT FLOWS. IT CURRENTLY
OUTLETS INTO STILL ANOTHER EXISTING LAKE IN RANCHO
CALIFORNIA PLAZA, DIRECTLY NORTH OF THE SITE. THERE ARE
ALSO CURRENTLY STORM DRAIN IMPROVEMENT PLANS IN PROCESS
WITH RCFC FOR THE PLAZA AREA PREPARED BY THE ENGINEER.
THIS REPORT RE-EXAMINES THE DESIGN OF THIS AREA WHICH TIES TO
THE SUBJECT SITE IMMEDIATELY DOWNSTREAM.
FLOWS THAT ARE GENERATED ONSITE ARE DISCHARGED INTO EXISTING
DRAINAGE PATTERNS. THESE FLOWS AE CONVEYED BY WAY OF PARKING
LOTS, SWALES, CONCRETE BROW DITCHES, GRATES, INLETS, AND
PIPES ON AND AROUND THE PERIMETER OF THE SITE INCLUDING,
AS A PRECAUTION, OVERLAND EMERGENCY DRAINAGE ESCAPES. REFER
TO PROPOSED GRADING PLAN FOR TR. 23992.
FLOWS TOWARD INTERSTATE 15, APPROXIMATELY 10 ACRES (14.8 CFS
AND 11.5 CFS), CAN BE CONVEYED BY THE EXISTING PAIR OF 24"
RCP CULVERTS UNDER 1-15. THIS REPORT DEMONSTRATES THEIR
ADEQUACY.
THE ATTACHED HYDROLOGY MAP AND GRADING PLAN DESCRIBE THE
CONSTRUCTION OF THE PROPOSED STORM DRAIN FACILITIES, AND THIS
REPORT SUBSTANTIATES THE DESIGN. THE ENGINEER RECOMMENDS
RIVERSIDE COUNTY FLOOD .CONTROL' S APPROVAL OF THE PROPOSED
IMPROVEMENTS.
1
.
.
.
P5
METHOD OF ANALYSIS
PEAK FLOWS ARE CALCULATED USING THE RATIONAL METHOD PER
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION
DISTRICT'S HYDROLOGY MAMUAL DATED APRIL, 1978. A 100 YEAR
FREQUENCY STORM HAS BEEN EVALUATED FOR THIS AREA TO DETERMINE
DESIGN FLOW VALUES AND SIZES OF PROPOSED PRELIMINARY STORM
DRAIN FACILITIES TO CONVEY THESE FLOWS. NOTE THAT ALL LAKES
ARE CONSIDERED NONEXISTENT, ALLOWING NO RETENTION
CAPABILITIES, FOR THE DESIGN AND SIZING OF THESE PROPOSED
STORM DRAIN FACILITIES.
SINCE THIS ANALYSIS CONSISTS OF SAG TYPE INLETS, THE 10 YEAR
STORM IS VIRTUALLY PROPORTIONAL TO THE 100 YEAR STORM. THUS
THE ENGINEER RECOMMENDS THE APPROVAL OF THE 10 YEAR STUDY PER
P.P. 10579 AS BEING APPLICABLE TO THIS PROJECT, TR. 23992.
THE HYDRAULIC ANALYSIS FOR P.P. 10579 ALSO APPLIES TO THIS
PROJECT, BECAUSE WITH THIS RE-EVALUATION OF P.P. 10579, 100
YEAR DESIGN FLOWS VARY MINIMALLY, UP TO 12%. THE OUTLET Q AT
THE EXISTING 4' X 8" RCB UNDER RANCHO CALIFORNIA ROAD
INCREASES LESS THAN 1%.
THIS SITE IS WITHIN THE BOUNDARIES OF RIVERSIDE COUNTY FLOOD
CONTROL AND WATER CONSERVATION DISTRICT'S MASTER DRAINAGE
PLAN FOR THE MURRIETA CREEK AREA, ZONE 7, DATED MARCH, 1986.
SUPPORTING HYDROLOGIC AND HYDRAULIC CALCULATIONS ARE PROVIDED
TO SUBSTANTIATE THE DESIGN OF THE PROPOSED STORM DRAIN
FACILITIES. A HYDROLOGY MAP IS INCLUDED SHOWING CUMULATIVE
FLOWS AT PARTICULAR POINTS OF CONCENTRATION.
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P7
INSTRUCTIONS FOR RATIONAL METHOD HYDROLOGY CALCULATIONS
.
(Based on the Rational Formula, Q = CIA)
1. On map of drainage area, draw drainage system and block off subareas
tributary to it.
2. Determine the initial time of concentration, "TII, using Plate D-3.
The initial area should be less than 10 acres, have a flow path of
less than 1,000 feet, and be the most upstream subarea.
3. Using the time of concentration, determine "I", intensity of rain-
fall in inches per hour, from the appropriate intensity-duration
curve for the particular area under study. For areas where stan-
dard curves are available, use Plates D-4.1 and 0-4.2' to reproduce
the standard curve. For areas where curves have not been published
by the District, use Plates D-4.3 through 0-4.7 to develop a suit-
able intensity-duration curve.
4. Determine "ell, the coefficient of runoff, using the runoff coeffi-
cient curve which corresponds as closely as possible with the soil,
cover type and developlllt!nt of .the drainage area. Standard curves
(Plates 0-5.1 through 0-5.4) have been developed by the District
for the common case of urban landscaping type cover. Where these
curves are not applicable, curves may be developed using Plates
D-5.5 through D-5.8.
.
5. Determine itA", the area of the subarea in acres.
6. Compute Q = CIA for the subarea.
7. Measure the length of flow to the point of inflow of the next sub-
area downstream. Determine the velocity of flow in this reach for
the peak Q in the type of conveyance being considered (natural
channel, street, pipe, or open channel), using the tabling aids on
Plates 0-6 through D-9.
Using the reach length and velocity determined above, compute the
travel time, and add this time to the time of concentration for the
previous subarea to determine a new time of concentration.
8. Calculate Q for the new subarea, using steps 3 through 6 and the
new time of concentration. Determine "QIi'''' the peak Q for all sub-
areas tributary to the system to this polJlt by adding Q for the
new subarea to the summation of Q for all upstream subareas. Deter-
mine the time of concentration for the next subarea downstream using
Step 7. Continue tabling downstream in similar fashion until a
junction with a lateral drain is reached.
.
RCFC 8 WCD
HYDROLOGY wJANUAL
RATIONAL METHOD
INSTRUCTIONS
C\.
PLATE 0-1 (I of 2)
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9. Start at the upper end of the lateral and table its Q down to the
junction with the main line, using the methods outlined in the
previous steps.
10. Compute the peak Q at the junction. Let QA, TA, IA correspond to
the tributary area with the longer time of concentration, and Qa,
Ta, IB correspond to the tributary area with the shorter time of
concentration and Qp, Tp correspond to the peak Q and time of
concentration.
a. If the tributary areas have the same time of concentration,
the tributary Q's are added directly to obtain the combined
peak Q.
Qp
Q;.
+ Qa
Tp
=
TA
=
=
TB
b. If the tributary areas have different times of concentration,
the smaller of the tributary Q,S must be corrected as follows:
(1) The usual case is where the tributary area with the lon-
ger time of concentration has the larger Q. In this case,
the smaller Q is corrected by a ratio of the intensities
and added to the larger Q to obtain the combined peak Q.
The tabling is then continued downstream using " the longer
time of concentration.
Qp
IA
IB
=
TA
QA
Qa
+
Tp
=
(2) In some cases, the tributary area with the shorter time
of concentration has the larger Q. In this case, the
smaller Q is corrected by a ratio of the times of concen-
tration and added to the larger Q to obtain the combined
peak Q. The tabling is then continued downs team using
the shorter time of concentration.
Qp
+ QA TB
TA
=
TB
Qa
Tp
=
RCFC a WCD
HYDROLOGY NJANUAL
RATIONAL METHOD
INSTRUCTIONS
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. 1000 90 2, Maximum area = 10 Acres 5
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Reference: Bibliography item No. 35.
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HYDROLOGY ~AANUAL
TIME OF CONCENTRATION
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INPUT FILE LI STINe
e1
Tl "SH QUIiLIr\' SUITES HOTEL -RCDC- liNE "I"
72 EMPIRE CR~EK TO illS OF INFD. CTR. PRDP. t.. /NE 1
T3 R 78-090.072 RHS 3l!3i89 2:30 PM
SO 9666.82 6.47 1 9.97 pp /O57~
R 9166,82 7,62 1 .0:3
Jl '1'172.82 " " 2 3 ,013 47.1 '1.64 45.
J.e...
R 10186.82 Co ..., 2 .013
I.'\:
TS 10236.82 0"''' 4 .013
,.t.1lj
WI 10236.82 9,88 r .013
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R 10340,15 \~, . '". 3 .013
1.\.'.0.:1
Jl 10m,15 \(; 'r r b ,(112 19.2 1~. is 45.
1.'.'.0.. ,
R 10663.77 13,16 r .013
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R 10720,87 13.64 5 ,013 36.~9
R 10843.53 14.67 5 .013
]X 10858.92 15,15 7 8 ,013 16.9 15.65 60.0
R 11001.00 17.47 7 .013
]X 11004. 17,48 i7 15 8.013 9.3 8.8 23,33 19,00 89.0 89,0
TS 11010.00 17,49 '0 .013
'"
R 11'137.64 17.55 13 ,013 89.9
R 11126.47 17.72 13 .013
R 11143,3! 17.75 13 .Oi3 20,18
R 11161.69 17.79 13 .013
R 11177.53 17.83 13 ,013 20, i8
R 11353.21 17,98 13 .013 3,61
.1 11397.67 18.27 13 .013
11402.33 18.38 J 6 .013 3.7 18.26 45.0
R i1480. IB.~l 5 .013
Jl H48~. 18.42 r 6 .018 4.9 18.42 45.0
"
R 11591.80 16.65 5 .013
F: i 1610.23 18.68 5 .013 47.05
R 11614.13 1" ,,, r ,013
.::1,0'1 c
R 1162E,92 18.71 5 ,013 37.4
R 11630.6 18.72 r .0;3
"
JX 11633.1 18.73 r 9 ^fO 9.9 2(:,36 45,0
" . v......
R 11634,5 18.74 5 ,013
jX 11636.8 18.75 5 9 ,013 ~'. If 20,37 43.0
F: 1163E.E 13,76 5 .013
JI 11640.4 18.77 r 9 .013 9.9 20.38 45.0
,
R 11666.~4 1B,80 5 .013
F: 11746.02 1'"' "e r .;)13 2.98
~b. 't,J "
JX 11747.52 19.9t 5 16 .013 4.1 2Q.34 99,0
F: 1,760, 18.97 5 .013
F: Ii 776.44 20.5 " .013 l.Uj
F: li796.44 22,36 - ,013
R 11915, 22.47 5 .013
JI 11928.75 22.51 8 14 .013 bO.9 21.5 45.0
R 11938,86 22.59 8 ,013
R 11974.16 ;I::; 'ie' 8 .013 89.9
......,OJ
R 11975.3'7 22.76 8 .013 3.01
. 12130. 'I.iS 8 .013
12165, 2e. !! 8 ,013 89.~
K 12576, 39,89 8 .013
JX 12580, 40,0 8 6 6.0i3 12.2 r r 40.5 '^ r 45,(i 45.0
,j,.J 'HJ,,j
R 13100. 5B.(l(l 8 .Oi3
WE 8 A,\
SH 13100, 58.00 8
P.lfo
SP
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PASE
. CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L 2R INV Y(l ) Y(2} Y{3} Yi4' Y(5} Ylb) Y(7) Yi8! Y(9\ Yi 101
CODE NO TYPE PIERS WIDTH [}IAHETER WIDTH DROP
CD 0 .00 3.50 8.00 1.50 1.50 .00
CD 2 0 ,00 3.50 b.OO 1.50 1.50 .00
CD 3 0 .00 3,50 4,00 1.50 1.50 .00
CD 4 (l ,(10 4.83 b.OO 1.50 1.50 .00
CD 5 4 5.0t
CD b 4 2,00
CD 7 3 (; .00 4.00 8.00 .00 .00 .00
CD 5 4 3.N
CD 9 4 1. 75
CD 10 4 4.50
CD !l 4 3,50
CD 12 4 r r'
,J.,JV
CD 13 4 6.00
CD 14 4 4.00
CD 15 3 0 ,00 .50 3.00 ,00 .00 .00
CD Ib 4 1.50
CD 17 3 0 .00 4.80 7.50 .00 .00 .00
.
.
A,1.,..
.
HEADING LINE ND I IS -
HEADINS LINE NO 2 IS -
HEADING LINE NO 3 IS -
.
.
t_ P 1/
PAGE NO
WATER SURFACE PROFILE - TITLE CARD LISTING
05H QUALITY SUITES HOTEL -RCDC- LINE 'I'
EMPIRE CREEK TO UIS OF INFO. CTR. PROP.
R 7G-090.072 RWS 3i13189 2:30 PM
A'?
.
AI\.
P43
-~-
PAGE NO 3
. ELEMENT NO UA TER SURFACE PROFILE - ELEMENT CARD LIETING
13 IS A REACH t t t
U/S DATA STATION INVERT sm II RAD IUS ANGLE M!3 fiT MAN H
11001.00 17.47 7 .013 .00 .00 .00 (I
~LEMENT NO i4 IS A JUNCTION t i t i i t t
U/S DATA STATION iNVERT SECT LAT-! LAT-E N "' Q~ HWERH INVERH PHI 3 ""'T 4
"" r'Nl
11004.00 17.48 17 15 " .013 9.3 8.6 23.33 19.00 89.00 89.00
ELEMENT NO 15 IS Ii TRANSITION i t i
[j/S DATA STATIOfl INVERT SECT N
1101(1.00 17.49 13 . ~Il j
ELEMENT NO 16 IS A REACH t t i
UIS DATA STATiON INVERT SECT N RAD iUS ANGLE ANS PT MAN H
11037.64 i7.55 13 .013 ,00 09.90 .00 0
ELEMENT NO 17 IS A REACH t t i
HIS DATA STATION INVERT SECT N RAD IUS ANBLE ANB PT MAN H
11126.47 17.72 13 .013 .00 .00 .00 0
ELEMENT NO 18 IS A REACH t t t
[j/S DATA STATION INVERT SECT N RAD IUS ANBLE ANB PT HAN H
11142.31 17.75 13 Jii3 .00 20.18 .00 0
.<LONT NO 19 IS A REACH t t t
... .... t. 1
UIS DATA STATION INVERT SECi N RADIUS AHBLE "NS PT MAN H
11161.69 17.79 13 .013 .00 .00 .00 (I
ELEMENT NO 20 IS A REACH t t .
UlS DATA STATION INVERT SECT N RAD IUS ANBeE ANt PT MAN H
11177.53 17.83 13 .i}i3 .00 20.18 .0(' 0
ELEMENT NO 21 IS A REACH t t t
U/S DATA STATION INVERT SECT N RAD IUS AMBLE ANB PT NAN H
11253.21 17.98 13 .013 .00 .00 3.61 0
ELEMEtH NO 22 IS A REACH i . t
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANS PT MAN H
11397.6: IS.27 13 .013 .00 .00 .00 I)
ELEMENT NO 23 is A JUNCT! ON . t t f f . t
UIS DATA STATION INVERT SECT LP-l LAT-2 N D3 04 INVERT -3 lfWERH PHI 3 PHI 4
11402.33 10.20 5 6 (i .013 3,7 .0 18.28 .00 45,(1) .00
.
A..~
Plftf
\ ~~--~~ ----
PAGE NO 4
. WATER SURF ALE PROFILE - ELEMENT lARD LISTINS
ELEMENT NO 0' IS A REAlH . . .
.,
UiS DATA STATION INVERT SECT N RADIUS ANGLE ANS PT MAN H
11460,00 IB,41 r ,013 ,00 .% ,DO 0
"
ELEMENT NO 25 IS A JUNCTION f . . f '" . .
UiS DATA STATION INVERT SECT LHT-l LAT-2 N 03 Q4 INVERT-3 INVERH PHI 3 PH! "
11482.00 18,42 5 6 0 .013 ' 0 .0 16.A2 .00 45.00 .00
,..
ELEMENT NO 26 IS A REACH . . .
UiS DATA STATION INVERT SECT N RAD IUS ANS~E ANS Pi riMI H
il591.BO IB.65 5 ,013 ,0(; .00 ,(I<) (i
ELEMENT NO 27 IS A REACH . . f
UiS DATA STATION INVERT SECT N RAD IUS ANSLE ANG PT NAN H
11610.28 IB.6B r .Oi3 .00 47.05 ,00 (i
"
ELEMENT rm ,- lS A REACH f f .
-"
UiS DATA STATION INVERT SECT N RAD IUS ANSLE ANG PT MAN H
li6iA.13 IB.69 5 .013 .00 .00 .00 0
ELEMENT NO 29 IS A REACH . f .
UiS DATA STATION INVERT SECT N RAD IUS ANGLE ANS PT rlAN H
i1b2B.92 IB.71 5 .013 .00 37.AO .00 0
. ELEMENT NO 30 IS A REACH f . .
UiS DATA STATION INVERT SECT N RADIUS AHBLE ANB PT MAN H
11630.60 16.72 5 .013 .00 .00 .00 I)
ELEMENT NO 31 IS A JUNCTION . f . f . . .
Uis DATA STAiION INVERT SECT LAT-I L~" ~ N Q3 OA INVERT-3 HIVERH PHI 3 PHI "
1.\1-...
11633.1{l IB.73 5 9 0 .013 9.9 .0 20.36 .00 45.00 .00
ELEMENT riG 32 IS A REACH . . .
ViS DATA STATION INVERT SECT N RAD IUS ANGLE ANB PT MAN H
ii634.50 IB.74 5 .013 .00 .00 ,i)(i U
ELEMENT NO 33 IS A JUNCTION . . . . . . .
UiS DA,A STATION INVERT SECT LAT-1 LAY -2 tJ Q3 Q4 INVERH INVERT-A PHI 3 PHI 4
11636.80 19.75 5 9 0 .013 .., .0 20.37 .00 45.00 .Ofi
.
M>,
---------- ----.....----.-
P15
-----.----..- ---~--
PAGE NO 5
.i WATER SURFACE PRO~ILE - ELEMENT CARD LISTING
ELEMENT NO 34 IS A REACH . . .
U/S DATA STATION INVERT SECT N RAD IUS ANGLE ANG Pi MAN H
!1636.20 18.76 5 .01, .O(i .00 .(1(1 0
ELEMENT NO 35 is A JUNCTION . . . , . . .
.U/5 DATA STATION INVERT SECT LAT-l LAT-2 I' Q3 Q4 INVERT-, INVERH PHi PHI 4
, j
11640.40 16.77 5 9 0 .013 9.9 .0 20.3B .00 45.00 .00
ELEMENT NO 36 IS A REACH , . .
U/S DATA STATiON INVERT SECT N Ri\DIUS AN6LE ANB Pi MAN H
11666.44 16.80 5 .013 .0(1 .00 .iN 0
ELEMan NO 37 IS A REACH . . .
U/S DATA STATION INVERT SECT N ,:AD IUS ANGLE ANG Pi NAN H
l!746. 02 1B.9~ 5 .013 .00 2.98 .(10 D
ELEMErH NO 38 I S A jUNCTI ON , . , , . .
U/S DATA STATION INVERT SECT LAT-! LAT-2 N 0" Q4 INVERH INVERH PHI < PHI 4
j
11;47.52 1B.96 5 16 0 .C113 4.1 .0 20.34 .00 89.00 .00
ELEMENT NO 39 IS A REACH . , .
U/S DATA STAilON INVERT SECT N RADIUS ANGLE ANB PT HAN H
11760.00 18.97 5 .013 .00 .00 .00 0
. ELEMENT NO 40 IS A REACH . , ,
U/S DATA STATlON INVERT SECT N Ri\DIUS i\NSLE ANe PT NAN H
11776,44 20.50 5 .013 .00 1.10 .00 (;
ELEMENT NO 41 IS A REACH . . .
U/S DATA STATION INVERT SECT N RAD IUS ANGLE ANG PT HAN H
11796.44 22.3f. 5 .0tS .00 .00 ,(;(1 0
ELEMENT NO 42 IS A REACH . . .
U/S MTA STATiON INVERT SECT N RADIUS ANGLE AtJG PT MAN H
11915.QQ 22.47 5 .013 .00 .00 .00 0
ELEMENT NO 43 IS A Jtlr,CTlOt. , . , , , . ,
U/S DATA STATION INVERT SECT LAT-l lAT-2 11 Q3 Q4 INVERT-3 INVERT-4 PHI 0 PHi 4
,
11922.75 22.51 8 14 0 .013 b(i.9 .(, 21.5{j .O( 45.00 .0(;
.
A.~
Plfb
\.. -~------
PASE NO 6
~ ELEMENT NO WATER SURFACE PROFILE - ELEMENT CARv LISTINS
44 IS A REACH . . .
UIS vATA STATION INVERT SECT N RAv IUS ANSLE ANS PT MANH
1193B.86 ~... ~... 8 .013 .00 .00 ,00 0
C':::.J'1
ELEMENT ,<0 45 IS A REACH . . .
UIS DATA STHTION INVERT SECT N RAD JUS ANSLE ANE PT MAN H
11974.16 E2.75 E .013 .00 89.9(1 .00 0
ELEMENT NO 46 IS A REACH . . .
UIS Dm STATION INVERT SECT N RAD IUS ANSLE ANEPT MAN H
11975.37 22.76 8 ,013 ,0(1 3,07 ,00 0
LEMENT ND 47 IS A REACH . . f
UIS DATA STATlDN INVERT StCT N RADIUS ANSLE ANS PT MAN H
12130.00 27.18 " .013 .00 .00 .DO 0
ELEMENT NO 48 IS A REACH i- f .
UIS DATA STATION INVERT SECT N RAD IUS ANSLE ANS PT MAN H
12165.00 E8.17 B .1)13 .00 89.90 ,.)0 0
ELEMENT NO 49 IS A REACH f . f
UIS vATA STA7lDN INVERT SECT ~j RAD IUS ANGLE ANS PT NAN H
i2576.00 39.89 8 .013 .00 .00 .00 0
. ELEMENT NO 50 IS A JUNCTION
UiS DATA
.
.
INVERT
40.00
f f
SECT LAT-l LAT-2
8 6 6
f
< <
..J".!
f
INVERT-3 INVERT-4
40.50 40.50
I
STATION
12580.00
N
.013
D3
12.8
04
PHI 3
45.00
PHI 4
45.00
ELEMENT NO 51 IS A REACH
UIS DATA
f i f.
STATION INVERT SECT
13100.00 58.00 8
N
.013
RADIUS ANSLE ANS pT NAN H
.00 ,fJ(i .Ov 0
ELEMENT NO 52 IS A WALL ENTRANCE
UIS DATA STATION
13100.00
!fNERT
58,00
I
SECT
E
FP
.500
ELEMENT ND 53 IS A SYSTEM HEADWORKS
UIS DATA STATION INVERT SECT
13100.00 58.00 8
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BESINNINS
.
w S ElEv
.00
ERROR HESSASE NO. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 43 INCREMENT = .000010
ERROR MESSASE ND. 32 - CRITlCAL DEPTH MAY BE INACCURATE IN ELEMEiH 42 INCREMENT = .0000l0
ERROR MESSAGE NO. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 41 INCREKENT = .000010
ERROR MESSASE ND. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 40 INCREMENT = .000010
ERROR NESSASE NO. 32 - CRITiCAL DEPTH MAY BE INACCURATE IN ELEMENT 39 INCREMENT = .000010
ERROR MESSAGE NO. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 38 iNCREMENT = .000010
f. WARNINS NO.2 f. - WATER SURFACE ELEVATION SIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDNKDS, W.S.ELEV = i.V t DC
.
l\~
.1
SiATION
INVERT
ELEV
WATER SURFACE PROFILE LI,TINS
QSH QUALITY SUITES HOTEL -ReDe- LINE 'I'
EMPIRE CREEK TO UiS OF INFO. eTR. PROF.
R 78-090.072 RWS 3i13iB9 2:30 PH
DEPTH
OF FLOW
..5.
ELEV
D
VEL
VEL
HEAD
ENERGY
GRD. EL.
SUPER eRIT!eAL
ELEV DEPTH
I
L
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PAGE 2
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NO RVBPR
PIEF:
LlELEM S!! SF HV~ HF NORM DEPTH LK
fif.tfff.ifffiffffff**f4ffff~fffff.fffi*ffffffiiffffffififffiiffffiiiffffffffffif.fifffififffffffifiifff+.fffffffffffifffiffiffiififfff
9257.20
7.88
57,48 .00209
9344.6B
B.OO
57.98 .00209
9404.67
8.12
70.4B .00209
9475.15
B.27
71. 35 .00209
.
9546.4\'
B.4:
271.li .00209
9BI7.6(I
HYDRAUliC JUMP
98n .60
B.99
B.99
25.08 .00209
9842.68
9.04
31.86 .00209
9874.54
9.11
33.3; ,00209
9907.BB
9.18
33.59 .00209
9941. 47
9.25
. 33.3(1 ,00209
3.42
3.31
,3.20
3.10
3.04
3,04
2.95
- -<
::::.~,J
2.76
2.66
2.57
11.30
11.31
11.33
"I:'''; ,
!::..;.'.'+
257.4 7.10
257.4 7.44
11.37, 257.4 7.BI
11.47
12.Q3
11.94
11.89
1, .86
I1.B4
II.B2
257.4
257.4 B.OO
257.4 8.33
257.4 8.79
257.4 9.21
257.4
9.66
257,4 10.14
6.77
,(;(\142
.00161
.00153
.00202
B.OO
! .00
.0(;209
1.00
1.09
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1.20
.G0289
1.32
.00329
1.~~
.00375
1.60
.00428
.71
12.01
.78
12.09
.86
12.19
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12.32
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12.46
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13.03
13.03
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13.(;9
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13.18
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13.42
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2.99
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2.99
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2.99
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2.99
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2.99
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2.99
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2.99
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2,99
2.99
3.04
3.04
3.04
3.04
3.04
3.04
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3.50
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3.5('
6.00
1.50
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1.50
3.50 6.00 1.5(1 0
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1.50
3,50 6.00 i.% 0
.00
1.50
3.50 6.00 i.50 (:
.00
1.50
3.5(1 6.00 1.5(: (i
.0(;
1.50
3.50 t,.(lO 1.50 (!
.00
i.50
.g:>
P4Q
~_. ~--~~~._--
PAGE 3
MATER SURFACE PROFiLE LISTINS
. OSH (lUAL! TV sums HOTEL -RCDC- UNE 'I'
EMPIRE CREEK TO UIS OF INFO, CTR, PROP,
R 78-090,072 RWS 3il31B9 2:30 PM
STATION INVERT DEPTH W.S. 0 VEL V" ENERGY SUPER CRITICAL H8TI BASEl ZL NO AVSPR
-"
ELEV OF FLOW ELEV HSAD GRD,SL, ELEV DEPTH DIA 10 NO, Rm
LiELEN so SF AVE HF NORM DEPTH ZR
flflfffffffiiffiffffffffffff**fffffffffffffi***fffffffffifff.tfffffff*flifiiffiffiiffiift+ii+iftii!itfff~fif.ffiifilf.fffi*iiffl**fff.
9974.77 9.32 2.49 11.80 257,4 iO,63 L76 13.56 .0(: 2.99 3.50 6.00 1.50 0 .00
32.74 ,00209 .00488 ,16 2,04 1.50
10007,50 9,39 2,40 11.79 257.4 lLl5 l.93 13,/2 .00 2.99 3,50 6.QO 1.50 0 ,00
32,02 ,00209 .00556 .16 3.04 1.50
10039,53 9.45 2,32 11. 77 257,4 11.69 2,13 13,90 .00 2,99 3,50 6,00 1.50 0 ,00
31,22 ,00209 ,00634 ,20 3,04 1.50 .
10070,74 9,52 2.24 11.76 257,4 12,26 2,34 14,10 .00 2.99 3.5Q 6.M 1.50 0 ,00
30,36 ,00209 ,00724 ,22 3,04 1.50
. 10101,10 9,58 E.l6 11. 75 257,4 12,86 2.57 14,32 ,00 2,99 3,50 6,00 1.50 0 ,00
29.47 ,00209 ,00826 ,24 3,04 1.50
10130.5-9 9,64 2,09 II.!:! 257,4 i3,49 2.83 14,56 ,00 2,99 3,50 6,00 1.50 0 ,00
28.57 ,00E09 ,00943 .'0 3.04 1.50
10159.15 9,70 2.02 11.72 257,4 14,15 S,l! 14,83 ,00 2.99 3.50 6,00 l.50 0 ,('0
27,67 .00209 .01077 ,30 3.04 1.50
10186,82 9.76 1.95 11.71 257.4 14.84 3.42 15.13 ,00 2.99 3.50 .;.00 1.50 0 ,00
TRANS SIR ,00240 .01378 ,69 1.50
10236.82 9,88 1.78 l' " 257.4 16,73 4.35 16,00 .00 2.99 4,83 Q.OO 1.50 (I ,00
~1.00
WALL EXIT 1.50
10236,82 U8 4,47 14.35 25i.4 13,90 3,00 17,35 ,00 4,47 5.00 .00 .00 0 ,00
62.60 ,00726 ,00860 .54 5.00 ,00
10299.42 10,33 4,B3 15,16 257.4 13,25 2.73 17.89 .00 4.47 5.00 .00 ,00 0 ,00
. 4Q.73 .00726 ,00871 .35 5,00 .00
-:5\
P50
.~~
PAGE 4
WATER SURFACE PROFILE lISTING
.) QSH QUALITY SUiTES HOTEL -RCDC- UNE HI\!
ENPIRE CREEK TO U/S OF iNFO, CTR, PROP,
R 78-090.072 RWS 3/13/B9 2:30 PN
STATION INVERT DEPTH W.S. G VEL VEL ENERGV SUPER CRiTiCAL H5T! BASEl Zl NO AVBPR
ELEV OF FLOW REV HEAD BRD. EL. ELEV DEPTH DIA 10 Nu. PIER
L/ELEn ~u S= AVE HF NORN DEPTH ZR
fttlffiffififfftitffffffffffffffftifftfffitttfftffffffftfffifffiflffffffffflfftfffffflffffiitf+fiffffllfflitftffltiilifittffltftil
10340,15 10.63 4.93 15.56 257.4 13.15 2.69 18.25 .00 4.~7 5.00 .00 .00 0 .00
. JUNCT STR .00667 .00862 ,03 .00
10343.15 10.65 ' <" 16.24 238,2 12.13 ' 2.29 18.52 .00 4.34 5,00 ,(iO .00 " .00
w..J'1
320,62 .00783 ,00B36 2.68 4.27 .00
10663,77 13,16 5.76 1B,92 238.2 12,13 ' '" 21.21 .00 4.34 5.00 ,00 ,00 0 ,00
.....'1
57,10 ,0084! .00836 ,48 4,09 .00
10720.B7 13,64 6.05 19.69 23B.2 12.13 2,29 21.97 .00 4.34 5.00 .(l(i .00 0 .00
122.66 ,00840 ,00B36 1.03 4.09 .00
.lOB43.53 14.67 6.04 20,71 23B,2 12,l3 2,29 23,00 .00 4.34 5.00 ,00 .M 0 .00
JUliCT SIR ,03119 ,00546 .OB ,00
1085B.92 15.15 7.25 22,40 221.3 6.97 ,(6 23.!6 ,00 2.B8 4.00 8.00 ,00 0 ,00
142.08 .01633 .00256 .36 . '0 ,00
1.0,
. 11001.00 17,47 5.30 22.77 221.3 0.97 ,76 23.52 .00 2,B8 4.00 8.00 .00 0 .00
JUNCT m ,00333 ,00203 .01 ,00
11004 ,00 17,42 < 'r 23.13 203.E 5,62 .50 23.63 ,00 2.84 4,80 7.50 .00 (i .00
,j.0""
TRANS STR ,(10167 t ;t..T.(j, ?333 .00178 .01 .00
oK
11010,00 if ,49 < nn 22.81 203.2 7,66 .91 23.72 .00 3.90 0.00 .00 .00 0 .00
,.I..:!':
27.64 .0ueL ,00206 .06 5.09 ,00
!l037.64 17,55 5.32 22.87 203,2 7.67 ,91 23.78 .0(1 3.90 6,00 .00 ,DO 0 .00
86,53 .00191 .00205 .18 6.00 .00
11126.47 . t-. ...~ 5.33 23.05 ".~ "' 7.65 ,91 23.96 .00 3.90 6,00 . Of; ,00 0 .00
1/./.. ...Vj.c
. 15.B, .00169 ,00205 .03 ",00 ,00
~rz,..
.
STATiON
WATER SURFACE PROFILE LISTING
DSH QUALiTY SUITES HOTEL -RCDC- LINE 'I'
EMP!RE CREEK TO U!S OF INFO. eTR. PROP,
R 7B-090.072 RWS 3/13189 2:30 PM
I NVERT DEPTH
ELEv OF FLOW
ioi,S.
ELEV
Q
VEL
VEL ENEREY
HEliD 6RD. EL.
SUPER CRITICAL
ELEV DEPTH
I
l~______f ~~.
'ASS 5
HGTJ
DIA
BASEl
ID ND.
ZL tW A\JBPF;
PiEI
L1ELEM SO or "'It H' NORM DEPTH 2R
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11142.31
p os
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11 16l.b9
11161.69
17.79
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17.79
15.84 .00252
l1m.53
17.83
75.68 .00198
.11252.21 17.98
144.46 .00201
11317.b?
JUNCT m:
1i402.33
lB.2?
,0(1215
75.00 .00167
18.28
1i477.33
11480,00
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109.80 .00209
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1, ",
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5.34
5.34
5.33
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4.56
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203.2 7.65
203.2 7.66
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203.2 7.64
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199.5 10.59 ' 1. 74
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24.07
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.
WATER 5URFACE PROFilE LISTING
QSH QUALITY SUIiES HOTEL -RCDC- LINE 'I'
EMPIRE CREEK TO U/S OP INFO. CiR. PROP.
P 78-090. Q72 RWS 3f 13/B9 2: 30 pr
STATION INVERT DEPTH W.S.
ELEV OF FLOW ELEV
o
VEL
VEL ENERGY SUPER CRITICAL
HEAD SRD. EL. ELEV DEPTH
P5;<;
PASE 6
HSTi BASE; ZL NO AVBPR
IlIA 10 NO. ~'IER
L1ELEM SO SF AVE HF NORI, DEPTH ZR
ififfifffifffffffffffffffftfffffffffffffffiffffffffffif**ifffffiffffiff**ffiffffi**fffiffffflffifffffffiffiiffffiii*fffffiifttffft
11610.28 18.6B
3,85 .00260
11614.13 18.6'1
14.79 ,1J(I!35
11623.95 IS.71
1. 68 .00595
li630.60 lB. 72
JUNeT STR
.11633.10
1.40
5.84
5.85
6.11
6.11
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cO M71"b/..
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11634.50 18.74
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11636.80
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24,54
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24.83
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18.75
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11638,2C 18.76
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6,61
6.60
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79,58 .00189
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194.6 9.91
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184.7 9.41
MIDDLE
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3.68
3,68
2 ,,~8
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STAn ON
WATER SURFACE PROFILE LISTING
aSH QUALITY SUITES HOTEL -ReDe- LINE 'I'
EMPIRE CREEK TO UIS OF INFO. eTR. PROP.
R 78-090.072 RWS 3f:3iB9 2:30 PM
INVERT DEPTH
ELEV OF FLOW
w.~.
ELEV
Q
VEL
VEL ENERGY
HEAD 6RD. El.
SUPER CRITICAL
ELEV DEPTH
HaTi
OIA
p53
PAGE 7
BASEl
lD NO.
2L NO AVBP,;
P!ER
L/EWi SO SF AVE HF NORM DEPTH ZR
iffiffifiiiifiifff.f.ffffffiiifftffifffififffiiffff***ffliffffff.f.fifiiiifffffffffiiiiffffffffiffffiff**f.iiiifiif.ifffffifififf.iiiifii
e
11747.52 18.96
1~.48 .00080
11760.00
IB.97
16.44 .09306
11776.44 20.50
9.06 . ')9300
11785.50 21. 34
2.10 .09300
. 11787.60 21.54
HYDRAULIC JUMP
11787.60 21.54
.26 .O~300
11787.86 2i.56
2.39 .09300
.........r. ':)..
1l/'f1J...J
21.78
1.96 .09300
lU'1i:':.d 21.97
1. 56 .09300
Ii/93,f6 J::"-.U
1.18 .09300
11794.94 ;:::; ':?
<83 . (J93(JC'
7.21
7.25
5.81
5,(10
4.78
2.72
2.73
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3.07
3.20
26.17
26,22
26.31
26.34
26.32
24.25
24.29
2~.62
24.91
25.18
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160.8 8.19
160.8
160.8 E.l,
160.8 8.19
160.8 8.32
160.B 14.75
160.8 14.66
160.8 14.00
160.8 13.35
160.8 12.72
160.8 12.13
1.04
.00381
8.19
1.04
,00381
1.04
.00379
1.04
.00354
1.08
3.38
.01148
3.35
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3.04
.OOQ49
2.77
.00839
2.52
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2.2'(
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27 .2.~
27.26
27.35
27.38
27.39
27.64
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27.66
27.68
27,70
27.70
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3.64
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1.5,:
1.53
1.53
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5.00
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----~--~--
PABE 8
WATER SUf:FACE PROfILE LlSTINS
.' QSH QUHL lTY SUITES HOTEL -RCDC- LWE lIB
EMPIRE CREEK TO UtS OF IlifO. CTR. PRO?
R 78-090.072 RWS 3i1Si89 2:30 PM
STATION INVERT DEPTH ..5. Q VEL VEL ENERBY SUPER CRIT! CAe HGTI BASEi Zl NO AVBPR
ELEV OF FLOW ElEV H~AD GRD. EL- EtEV DEPTH iHA 10 tWo ?IEF:
L!ELE~ ::It' SF A~JE HF NORM DEPTH 71:'
~,;
ifiififfff.ffffffffffffffif!ffftfffifffffffiitfffttlfitffitfffffftftffffttfffffifififttff.ffifffft!fffff.ffftfif.f.fffifififffifffiffif
11795.78 22.30 J.,j.:j 25.63 160.B 11.57 2.08 27.71 .00 -,3.64 5.()(; .(iiJ ,00 :) ,GO
" ,(9301) .00587 . Oil . r' .00
.Ji 1.J.:l
11796.28 22.35 3.48 ..~ "''''. 160,S 11.03 LS9 27,71 ,00 3.64 5.00 .00 .0(; 0 .00
i::J,tic.
.16 ,09300 .00523 .00 i I:'~' ,00
. ,..'j
1:796.44 22.36 3.64 26.00 160.8 iO.51 ;'72 27.71 .00 3.64 5.00 .00 .00 i) .00
3. ;8 .00093 .00468 .02 5.1)(; .00
11800.42 22.36 3.81 26.17 160.6 10.02 1.56 27.73 .00 3.64 5,00 .Nl .00 (i .00
14.32 .00093 .00421 .06 ~.O(i .00
. 11814.74 22.38 4.00 26.37 lOlLS " " J.."':: 27,79 .00 3,64 5.00 ,00 .00 (I .00
'1.",0
29.38 .00n93 .(10382 .11 5.00 .00
11844. ,3 22.4(i 4.2i 26.61 IbO.8 9.11 L29 27.9(' .00 3.64 5.00 .00 .00 (\ .Q;)
53.33 .00093 .00351 1" 5.00 .00
. .
li59?45 ..~, ,~ 4,47 26.92 IbO.8 8.69 Lit 28.09 .00 3.64 5.(u) .00 Of) (I .(J(i
C:c.'iJ
17.55 .00093 .00336 .06 5.O(i .on
11915.Cf) 22.47 ' e~- 27.0(1 i60.8 8.59 1.15 "'.. 'e .00 3,,~4 5.00 .0(; .00 (I .00
'1...1.;) c:l. i,j
.00 .00093 .00334 .00 5.tH) ,00
1i9!5.00 ", ., '"" ~~ 0' 160.8 8.59 i.r;:) ",,.., 'e ,00 3.64 5.00 . (it) .no (i .0(1
CI... 't, .:jJ. _ . '~., c:ti.lJ
.1 "
.00516 /-If;, ?(,,77 t..1IJ€ Z
JUrieT STR .01289 . iO .00
Ct?M71?tJL 5t!E silr: 5-R
11922,75 22.51 4.02 26.53 99.9 14.13 3.10 29.63 .00 ;J ...,... 3.00 .00 JJO 0 .00
_.~...
16.11 .00497 .02243 .36 3.00 .00
11938.86 22.59 4.30 26.89 99.9 14.13 3.10 29.99 .00 2.89 3.0(: ,00 .00 " .00
c'
. 3~.3(: .00453 .U::.c'tj ")0 3.0(1 .00
."
'5fp
.,
STATION
INVERi
ELH
WHTER SURFACE PRuFILE LI5TING
DSH QUALITY 5UITE5 HOTEL -RCDC- LINE 'I'
EHPIRE CREEK TO UIS OF INFO. eTp.. PRuP.
R 78-090.072 RWS 3113/89 2:30 PH
DEPTH
OF FLOW
..5.
ELEV
it
VEL
VEL
HEAD
ENERGY
GRD.EL.
SUPER eR IT! CAL
ELEV EPTH
i-i6TI
lilA
P55
----
---~~
P'">
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9
BASEl
IU ND.
ZL NO AVBPR
PIER
;.I=LEN SD SF AUE H~ NORM DEPTH Ll\
f**fflffiJiliff***f****fffffffffffiffftfffiffffffffiffttiiiififfffff.iffiffiff***iif!flfiffflfl*****ff.fiffffiii***ttfiififff***ffff
i1974.16 22.75
1.21 .00826
11975.37 22.76
154.63 ,02858
~2130.00 27.18
35.00 .02829
12165,00 28.17
230.21 .02852
. 12395.2!
HYDRAULIC JUMP
i,:,j";';j,d
34.73
34.73
19.51 .02852
l'J!.j' ....,
.....t-'l.J;:
35.29
82.37 .02B52
12497.09 37.64
42.15 .02852
12539.24 38.84
24.94 .02852
12564.18
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j'1.J~
i 1.8E .02852
125n.Ui)
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5.68
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5.15
3.'75
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2.40
':/......
-.....Jd
2.68
28.30
28.44
31.91
33.32
38.46
37.01
37.58
40.04
41.37
42.23
39,89 2.89 42.79
.02750 fiG
C()~L
44,8/
99.9 14.13
99.9 14.13
99.9 14.13
99.9' 14.13
99.9 14.13
99.9 if.3.b
99.9 17.29
99.9 i6.49
99,9 15.72
99.~' 14.99
99.\ 14.29
3.10
.02243
3.10
.02243
3.10
.02243
3.10
.02243
3.1('
4.62
.02615
4.65
.02477
4.23
.02246
3.84
""^L'"
.1.lCI.1uJ
3.49
.01976
3.17
31.41
31.55
3.47
35.02
3' '''l
u.I./.:
5.16
41,59
41.69
42.22
2.04
44.26
45.21
'I:" .,'"
'10. jj
45.96
FIJT1/RE .0;/30 .07
JilNCTlt7NcE
/NFtJ,cr;e.
Pte()I'~ry
TC : 4~.()~ =:: ~. K,
-
.03
.79
r<
"Ji
.95
c-
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C:.tfi
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2.89
,(:0
2.89
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2.89
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2.89
.00
2.89
.D(I
2.89
.(lO
2.89
.00
2.8\
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2.89
.00
.=,lj""
2.20
2.20
2.2(;
2.20
2.20
2.20
2.20
3.01:
3.0(;
3.00
- ."
td'f
3.00
3,(1(;
3.00
3.00
3.(H)
3.00
3.00
3.')')
3.00
.00 .00 0
.00
.no
,(1(: ,00 (:
.0(:
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,00 .00 (;
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.vi) .00 (1
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.00 .00 (I
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.Oi;
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,00
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.
STmON
WATER SURFAcE PROFILE LISTING
OSH DUALITY SUITES HOTEL -RCOC- LINE '!'
ENFIRE CREEr TO ViS OF !NFO. eTR. PROP.
R 7B-090.072 RWS 3i13iB9 2:30 PM
HNERT OEm
ELEV OF FLOW
W.S.
ELEV
Q
VEL
VEL ENERGY SUPER CRIT!CAL
HEAD GRD. El. ELEV DEPTH
HGTl
OIA
P5fa
PAGE 10
BESEi
ID iW.
2L NO AVEPF:
PiER
liELEM SO SF AVE HF NORM DEPTH ZR
fiff.ffftlfffifiiflfffiifiittiifiififiiiiiffffifiiffiflfiii*ffflfftlifiiffffiffiffifiiifffif.f.f+lffiffiiffiifiifffiiifffffiff**ffiii
12580.00 40.00
12.76 .03461
12592.76 40.4~
HYORAULl C JUMP
~2592.7t 40,44
38.2B .03461
12631.04 41.77
226.70 .0346!
. .M," _,
L::lj",i.f..J
49.61
1 04.11 .03461
129bi.B5 53.22
47.88 .03461
13D09.73 54.88
29.67 ,03461
13039.40 55.90
20.35 .03461
13059,75 56.61
!4,67 .03461
13074.42
~.. "
..../.11
10.77 .03461
13085.19 57.49
.
i ,Clt .03461
4.81
4,56
I. /7
1.77
1.Bl
1.BB
i. 96
2.05
2.1'
2.24
2.35
44.B!
4~,OO
42.22
43.54
5i.42
55.10
56.B~
57,95
58.74
81.6 i 1.54
BI.6 11.54
81.6 18.75
81.6 18.75
8l.6 18.3!
81.6 :7.46
81.6 16.65
81.6 15.37
B1.6 15.14
59.35 -.. 8Lb 14.4~
59.83
81.6 13.76
2.0'/
.01497
2.07
5.46
.0346B
5.46
.03366
5.21
.03077
~.74
.02729
4,31
.02425
46.88 .DO
. !9
47.07 .00
47.68 .00
1.33
49.01 .00
7.63
56.64
3.20
59.84 .00
1.31
61.15 .00
.72
3.92 _ 61.8? .00
,02159
3.56
.01929
3.24
.01732
2.94
.Ot564
.44
62.31
.28
62.59
.1;'
~2. 77 .00
.12
2.79
2.79
2.79
2.79
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2. ?9
2.79
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2.79
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~. -' ,
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.:::.t'f
2.79
1. 77
1.77
1.77
1. 77
1.77
1. 77
1. 77
1.i.'
1. 77
3.00
i "i'i
~ , t ,
3.00
3.00
3,00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
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.00
.00 ,00 (I .(1('
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.00
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,(Ii) .00 i)
,(10
.(10
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.(l(1
?~
.
WATER SURFACE PROFILE LISTINe
QSH QUALITY SUITES HOTEL -RCDC- LWE Vi"
EMPIRE CREEK TO U/S OF INFO. CTR, PROP.
R 78-090.072 RWS 5/15/89 2:30 PM
STATION
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q
VEL
VEL ENERey
HEAD GRD. EL.
SUPER CRiTICAL
ELEV DEPTH
HGT!
DiA
P57
,-
PAeE It
Bm/
In NO.
ZL ND AiJBPF;
FIER
LlELEii SO SF AVE HF NORM DEPTH 2?
fiifffflfffi+fifilffff.ffl**fiflfffflffffllffffflflffffffffflfiifffffffiiffffffffffllffffffffffifff.ff.ff.f.fffffff.f.fffffffffffffffff.lf
.
.
13092.S5 57.'/5
5.07 .03401
15097.95 57.,5
2.07 .03461
13100.00 58,00
WALL ENTRANCE
13100.00 58.00
2.47
bO.22
c .O~
60.54
2.79
bO.78
2.7,
bO.79
B1.6 15.12 2.68 62.89
.01427 .07
81.b 1'" r' 2.43 62.97
ic.,Jl
.01331 .05
81.6 11.92 2.21 62.99
81.6 11.92
2.21
62."
.00
2.79
,QO
:::.!-:
.00
2.79
,Of)
2.79
'1.7!
1.77
3.00
.00 .00 (1
.Ni
.00 .00 (1
.00
,(Ii) .CO 0
.00
.00 .00 0
,00
5.00
.00
2.00
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5,00
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~
psg
.1
QSH QUALITY SUITES HOTEL -RCDC- LINE '1'
EMPiRE CREEK TO UiS 0; INFO. CTR. PROP.
R ?8-090.072 RWS 3/13/89 2:30 PM
866b.82 .J CXE R
8686.35
3705.88
B725.41 T CXt 0
.. "
3744.14
8764.47 .1 CXE R
.8784.00
B803.53 .J OlE R
8823.06
8842.58 .i ClE R
8B62.1i T I"" R
.. t!t
8881.64 .1 IHE R
8901.17
8920.70
8940.23
8959.76
8979.29
8998.82
9018.35
9037.88
9057.41
9076.94
. 9096.47
9116.00
9135.53
9155,06 INS R
9174.58 XHE H
9194.12 CXE R
9213.64
'1t:.,j,j,l! CXE F
9252.70
9272.23
9291. 76 CXE R
......1' ...,
't..111.i:.i
9330.82
9350.35 CXE R
9369.88
9389,41
9~O8.94 XHt R
...,::)... ''''
')"h..t.<fi
9448.00
9467.53
9487.06 IHE R
9506.59
9526.12
9545.64
9565.17 IHE R
. 9584.7(1
9b04.23
9623.76
9643.29
9662.82 f.IJ
.9652.35
9701.88
~721.41
~76fj,47
9780.00 P59
1799.53
9819.06 lHE "--------R---
9838.59 XHE R
9858.12 XHE R
. 9877.64 IHE R
9997.17
9916.70 WX E R
9936.E3
9955.76 WeHE R
9975.29 WCHE P.
9994.82
10014.25 WCHE R
10033.88
10053.41 "r';.r E R
W\.t.,
10072.94 wCH E R
10092.47
10112.00 HeH E R
1Q121.53 weH E F;
10151.06
10170.59 W X E R
10190.18 W CH E r
,\
10209.64
10229.17
10848.70 i YYWYCVYH E WX
1026B.23 J XH E R
10887.76
10307.29 ex E h
10386.82
i0346.35 ex E Jl
10365.BB CHW - R
. 10385.41
10404,94
10424.47
104~4.00
10463.53
10483.06
1050:.59
i0522.12
10541.t5
10561.17
1(1580.70
10600.23
10619.76
10639.29
10658.B2
10678.35 CH ti E F;
,
10697.88
10717.41
10736.94 eH W - R
10756.47
10776.00
10795.53
i0815,06
10834.59
10B54.12 CH W E JX
. 1Osn,65 c H H- R
JOB93.17
10912.7(-
,...n",... ~".
1tJ't.::!c:.,-,J
i0951. 76 <,\
I0971.~9
10990.82
U()10.35 - H " E ]X
1104;..41 C W I ,
l! 068.94 C WI P0D
11088.~7
1110B.00 -_._~.-.-~-- .
11127.S3 C lOX f:
i 1147 .Ob e WHE R
. 11166.59 e wHE R
ii186.12 e "He R
11205.65 e WHE f:
11225.17
11244.71
11264.23 L "HE R
11283.76
!1303.29
1132U2
:1342.;1S
11361.88
11;181.41
11401}.94 ,- WI 11
11420.47 XH E R
11440.00
11459.S3
11479.06 ex E R
il498.S9 ex E n
11518.12 eHW E R
11537.65
1155i.18
11576.71
,11596.23 l HW E R
li615.76 e HW E R
1163S.29 e HW E R
li654.82 e H W E R
. 11674.35 C H II . JX
il693,88 e H w E R
11713.41 e H W E 11
,......-~ .... [ H W E R
LUj...'t'!
11752,47 e H W E JX
11772,(1(1 e H II E "
11791.53 C H Ii"
".
11811.06 c H ;.i E JX
I1B3(i.59 C H W " H
l!8S0.12 e H W E R
11869,b5 c H WE R
11389.1B . I t R
1!908.7; e 1 - R
i192S.23 ~ e H E R
11 947.76 W C H . R
!1967.29 He H . R
ll986.8E we HE R
12Q06.35 we HE R
12025,88 we H' R
1204S.4! HC HE R
12064.94 I HE R
12094,47 X HE F:
lE104.00 I HE R
12123,53 e_HE f.
12143.06 ew x R
. 12162.59 c WHE R
"
12182.12 C WHE F~
12201.6~ 0 WHE )"
- ..
12221.18 , W . E 1.r;1/
12240.71 I II E H
12260.23 CH II E R
12279.76 eH ;) E R
1??l?t??i '{ II E ~;
,,.....-,'"',, ".'-
!.C,:",Jo..j;)
12357.88
12317.41
12396.94
12416.47
12436.00
. 12455.53
12475.06
12494.59
12514.12
12533.65
12553.18
J2572.71
12592.E4
12611. 76
,~......, "0
LeO':;], .c!
12650.B2
12670.35
12689.88
127(i~' .41
12728.94
12748.47
12768.00
12787.53
12807.06
12826.59
12846.12
12865.65
12885.18
12904.71
12924.24
12942.76
. 12963.29
12982.82
13002.35
12021.88
13041.41
13060.94
1308(L 47
13100.0(1
.
6.47
12,12
,.. .,...
11 011
'J'" ....
....:l.-'t,j
29,08
34,73
Pial
XW
WX
WI
E
E
'--~-----;-~""
R
R
E
WI E R
W" , R
.\
E R
I , JI
I X W E R
I I . E R
W I E F:
W ): E ~'
W I
R
WCH
E
R
W~ E F
WI E R
licH E F
HX E R
WI , F:
40.38
51.69
57.34
62.99
46.04
(}7
----~~-
.iN 0 T E S
.
.
1. SLOBSeRY
I = INVERT ELEVATION
C = CRITICAL DEPTH
W = ~ATER SURFACE ELEVATION
H = HEISHT OF CHANNEL
E = ENERGY GRADE LINE
I = CURVES CROSS INS OVER
f = BRIDSE ENTRANCE OR EXIT
Y = WALL ENTRANC: Oh EXIT
2. STATIONS FOR POINTS AT A JU~P NAI NOT BE PLOTTED EXACTLY
Pb..<..
INPUT FILE LISTiNG
Pb3
.-,... "SH "UA' IT" "UI"" "O""L RCD" LI"- '2'
. \1 ~ l;i d .... T ~ t t~ NIt. - \..- Nt
1-2 'A' ST. C.B. NO.2, 36' RCP, LB., ~ 4B' RCP
T3 R i8-090.0i2 RWS 3/13/89 4: 12 PM
SO 1000. 22.50 1 2Ui
R 1056.26 22.60 1
R 1090.03 22.66 1 42.00
R lli9.51 22.83
JX 1185.09 23.69 " . 2.1 23.54 15.~2
R 1185.10 23.iO 0
-
R 1186.11 23. it 2 'I:' ,.
:.t,J.V
R 1193.31 24.3i <
R 1245.86 24.50 2
WE 2
SH 1245.86 24.5 2
.t II
t.. / /}jc 2
pp /057~
SP
WATER SURFACE PROFiLE - CHANNEL DEFINITION LISTING
rASE
CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV YO; Y(2) ViS) Y14) Y(5/ Yio) VO} Y(8) Vl9i 'Utilj
CODE NO TYPE PiERS WIDTH DIAMETER WIDTH DROP
CD 1 4 4.00
eCO 2 4 3.00
CD 3 4 2.00
PAGE NO
WATER SURFACE PROFiLE - TITLE CARD LISTING
HEADING LiNE NO 1 IS -
OSH DUALiTV SUITES HOTEL -RCDC- LINE '2'
HEADING LINE NO 2 IS -
~AI ST. LB. NO.2, 361 RCP, T.S., & 4tP RCP
HEADING LINE NO 3 IS -
K 78-090.072 RWS 3i13/89 4:12 PM
e
cJ<.
PiPLj
-- PAG( NO- -2--
WATER SURFACE PROFI~E - ELEMENT CARD liSTING
.' ELEHENT NO
IS A SYSTEM DUiLEi f
UIS DATA STATION
10M,GO
. .
INVERT SECT
22.50
W S ELEV
26.77
f:AD IUS ANGLE P,& PT MAtJ H
.:/1 ,00 .0(; (1
RAD IUS ANGLE ~,NG Pi MAli H
,00 43.0(j ,(if; (I
RAJ1U~: AN5LE Arm PT MAli Ii
.0(1 .00 .00 0
~LEMENT NO - IS P REACH . . .
UiS' DATA STATION INvERT SECT N
1056.26 22.6{) ",.
,Vltt
EL EMENT NO 3 IS H REACH . , .
UiS DATA STATION ItNERl SECT N
i09{i,03 :::e.ot- .Ol~
tL':rltJ'i: NO . 1::1 A REACH . . .
Ui5 DATA SiATIm~ iNVERT SECT N
11!';'.~1 22.83 .0i4
ELEMENT NO " IS A Jm~CTI[lN . . , f f f
u/s DATA STATIDN INVERT SECT LAT-l UH-2 N 03 Q4 IN\JERT-3 INVERH PHI 3 PHI ,
1185.09 23.611 2 3 0 .014 2.1 .0 23.84 .00 ,~ ~~ .00
IJ.:Ic
ELtJiENT NO 6 IS A REACH . f ,
"'r:: DATA STATiON INVERT SECT N
Ut,
1155.10 23.70 2 .014
ELEMENT NO i 1& A REACH . f f
. U/S DATA STATION INVERT SECT N
1186.11 23.71 2 .014
ELEMENT riD B IS A REACH . . .
UIS DATA STAnmi INVERT SECT N
:.1'tJ,.:ll 24.37 2 ,014
ELENENT riD u IS A REACH . f f
UIS DATA STATlm~ INVERT SECT N
121;5.86 24.50 c .Ol~
ELEMENT NO 10 IS A WALL ENTRANCE .
U/5 DATA STATION INVERT SECT FP
1245.86 24.50 2 .500
ELEMENT fm 11 lb A SYSTEM HEADWGRrS f
Ul5 DATA STATlON INVERT SECl
1245.86 :"i.J\i t
Ne EDIT ERRORS E~COUNTERED-COMPUTA1IDN IS NOW BE6INNINb
RADIUS ANGLE ANS PI HAl, M
,co .Ot) .00 (i
RAD IUS ANSLE ANE Pi HAIl H
.0(1 ,00 45 .(!(~ (j
RADIUS ANGLE AN; PI MAN il
,()t: .(li) .00 0
RAD IUS AriGLE A~t PT MAN H
.00 .f.iO ,00 if
W S ELEV
.00
ff WARNINB NO, 2 ff - WATER SURFACE ELEVATION 3IVEN IS LESS THAN DR EQUALS INVERT ELEVATION IN HDWrDS; ~.5.ELEV = !Nv ~ DC
.
I
fP
.
WATER SURFACE PROFILE LISTING
uSH QUALITY SUITES HOTEL -RCDC- LINE '2'
lIAlI ST. C.B. NO. 2~ 3f'1 RCP, T.S.~ & 4BlI RCP
R 70-090.072 RHS 3Ilei89 4:12 PH
STATION
INvERi DEPTH W.S.
ELEV D' FLOW ELEV
UELEN
so
~
VEL
YEL ENERGY SU~ER C:RITICAL
HEAD SRD. EL. ELEv DEPTH
SF AVE
HF
NORN DEPiH
Pbb
_.-r-rrot--l
H5T! BASE; c... NO AVBPR
DIA IJ NG. P!~~;
*ftff.J.ffft*if*f.*iii*ffiftiffi~tiif.ii*fif.tf.fiifff.*fJffffi~f*if.if~f.ff.~ffftff.f*!f.fffff.f.f*f.tf.f.ffif.f.ff.*f.iiff.f*ftfff.ftf.ff.tift!f.tff.lfffii
2[;:
.
.
22.83 4.37 ~27'20
'041" I-/G, -'7/_"2a
..., 'C()AJ~L '-IP.";/(/
..~ ,... l' "I;"I::
~,:l.o'1 1.80 .:5..J..1
1000.00 22.50
56.26 .00178
i05b.26 22.60
33.77 .00178
1090.03 22.66
89.48 .00190
1179.51
JUNCT SiR
1185.09
.Dl .99905
1185.10 23.70
l.Q~ .00990
!18f .11
23.71
.97 .09167
1167.10 23.80
J ,'tr:. .09167
1189,02
23.98
1.53 .09167
1190.55 2~,12
1.19 .09167
U91.74 24.23
.86 ,n9167
4.27
26.77
4.29
26.8)
4.35
r.r.ln
I.E7
,t: e'"
........,J!
I.E6
25.57
1.90
2~. 70
1.98
25.95
2,06
26.18
2.16
26,38
6L5 4.89
61.5 4.89
61.5 ~.89
.(:0213
.00213
.00213
6L5 4,89 ,j,'
.' ,
lIllJE 2' A
:SEE @
59.4 12.88 2.50
59.4 12.84
59.4 ii::.tlC'
59.4 i2.6i
<::~, '
",':.I.f
12,02
51,4 !l.l.ft
59.4 10,93
.01831
~.Jv
.01830
2,58
,ornE
.:.4,.
.01643
2.25
.0;460
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.D1301
1.86
.01163
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27.14
"" :i'
c.J.l,.t.
,37
27.39
27.58
2B.13
28.13
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28,15
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r.tI.ii
.ti3
;:tJ.:.1..1
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C::.~:
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28.24
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2.36
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2.49
2.49
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2.49
2.49
2.4l1
2,49
4.00
4.00
3.54
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1.16
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4.00
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1000,(10 .1
1005.02
1010,04
1015.{~5
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iiE5.l)9
1030.11
1035.12
1040,14
lOL;5.1t,
1(;50.18
1(:55.19
1060.21
1065.23
1070.2S
1075.26
1080.28
1085.30
1090.32
1095.33
1100.35
il05.37
l11Q.39
1115.40
i120.42
1125.44
1130.46
1135.47
1140.49
114~.5i
115Q.53
1i55.54
11b'}':;6
1165.58
1170.60
11::;.6!
ilBO.63
1185.t.5
1190.6~'
1195.68
1201),7:)
1205.72
i210.74
i215.7~
1220,77
1225.79
1230.81
lC:j3.8:
1240.84
12~5.86
.
22.50
aSH QUALITY SUiiES HOTEL -RCuC- LINt "2n
!!A~ 51. C.B. NO. 2~ 361 RCP~ T.S., ~ 4S" RCP
R 78-090.072 R;;5 3113;'89 4,12 PIi
PIo1
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27.47
28.0Q
23.71
(qifJ
;::;:;,{il:
to.t,:'
e1.
e
e
Plog
NDTES
GLOSSARY
I = INVERT tLEVATIO~
C = CRITICAL DEPTH
~ = wAiER SURFACE ELEVAT!O~
H 0 HEIBHT OF CHANNEL
E = ENER6Y GRADE LINE
X = CURVES CROSSINS OVEF
B = BRIDGE ENTRANCE OR EXIT
Y = .ALL EeTRANCE OR EXIT
:, STATIONS FOR POINTS AT A JUM' MAY NOT BE PLOTTED EXACTLY
<qo..,
INPUT FILE LISTINS
.~1 OSH OUALITV SUITES HOTEL -RCDC- LINE '2A"
T2 'A' ST. C.B. NO.3, & 18' RCP
T3 R 78-090.072 RWS 3/13/89 4:22 PM
SO 1000. 22.95 1
R 1044.79 25.16 1
liE I
SH 1044.79 25.16
26.38
i /NE "2/l"
pp /?J57?
SP
HATER SURFACE PRDFILE - CHANNEL DEFINITION LISTINS
PbQ
PAGE
CARD SECT CliN NO OF AVE PIER HEISHT 1 BASE ZL ZR IN, y(!1 V(2) ,(31 '1(41 '1(51 '1(6) '1(7' ,(8) '1(91 'Iii')'
CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP
CD
4
.
heAD INS LINE NO I IS -
HEADING LINE NO 2 IS -
HEADINS LINE NO 2 IS -
.
2.00
WATER SURFACE PROFILE - TITLE CARD LISTING
OSH QUALITY SUITES HOTEL -RCDC- LINE '2A'
'A' ST. C.8. NO.3, & IS' RCP
R 78-090.072 RHS 3/13m 4:22 PH
PASE NO
,,\0
WATER SURFACE PROFILE - ELEMENT CARu LISTING
. <i '.-NT "0
___:It . ft
1 I S A SYSTEM OUTLET .
UIS DATA STATION
1000.00
.
INVERT
23.95
"''':''T
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W S ELEIJ
26.38
ELENENT NO 2 IS A REACH . . .
U'" DATA STATION HiVER: SECT
':b
1044,79 25.16
ELEMENT NO 3 IS A WALL ENTRAN:E .
UIS DATA STATION INVERT SECT
1044.79 25.16
N
.014
FP
.500
ELENENT NO 4 IS A SYSTEM HEADWORKS ,
UIS DATA STATION INVERT SECT
1044.79 25.16 1
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNIN,
f
~; S ELEt;
P10
-----
-~-----Fp.SE NO _
RADIUS ANGLE 4N3 Pi I'1~N H
.00 ,GO ,0(; (}
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.
.
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.
WATER SURFACE PROFILE LISTINS
uSH QUALITY SUITES HOTEL -RCDC- LI~E "eA'
"AE ST. [,B. NO. 3, ~ IS! Rep
R 78-090.Q72 RWS 3/13/89 4:22 PM
SiATION
INVERT DEPTH
ELEV OF FLOW
LitLEM
SD
H.;:..
ELEV
o
VEL
""'1
,<.
HEAD
ENERGY
GRD.EL.
H::-
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ELEV
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DEPTH
ImRr: ",,'TH
HGT!
DIA
P7/
PAGE
BASEl
Iii NO.
ZL NO ,A\'8FR
"ER
SF lNE
ZR
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.
.
1000,00 ~~.qJ
16.10 ,02702
lfJlt.10 24.32
6.84 ,02702
1;)22.94 24.5'7
3.95 .02702
1026.89 24.68
3.20 .02702
1030,09 24.76
~ p~ .02702
1(;32.9(l 24.84
2.51 .027(i~
l(i35,~1
24,9i
2.28 .02702
1037.&9 24.97
::.1::: .02702
l(i3~ .3') 25.02
1. 92 .02702
1041.72 2~.08
1,79 .02702
1043,51
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1 --
".
,0270?
2.43
2.00
1.81
1. 71
1.62
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26,38
26.38
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3.7
3.7
3.7
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1.18
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1.30
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1.36
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STATiON
P7~
p~aE--2
NATER SURFACE PRDFILE LISTING
aSH QUALIiV BUIES HuiEL -RCOC- liNE !'2AII
'A' ST. C.B. NO, 3, ~ 18' RCP
R 78-090.072 RwS 3j13/8~ 4:22 PM
INVERT DEPTH t.;. D VEL \,'"' ENERGY SUPER CRITI~AL HGT! BASEl ZL ,,^ AVBPF;
it\.. l~li
EL~V OJ:' FLD. ELEV HEAD GRD.EL. ELEV DEP1H DIA ID NC. PIE~:
SO ~t AVE Hi: NOR~ DEPTtJ ZR
UHEK
If!*ifffJ*f!tf.f.tii*ffiiif.fffff~f*ifi*fifffii*fiftf.iffi*ftffi*ff*fi*itf.ffff*J.+f.i~f.*tfff.ftfi~if.fff~**f.i~f~fffff*iif.ifff+ff*~ff.!f+'ff
.
.
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W~LL ENTRANCE
1044.79
25,16
26,36
1.88
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.'
,05
26.42
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.
1000.00 T
"
1(100.91
lW1.B3
1002.74
1 (;~)3. 66
1004.57
1005.48
1006.40
1007.31
100B.23
1009.1~
1010.05
1010.97
101 L8S
i012.80
10!3,71
1014.63
1015,54
1016.45
1017,37
101B.2B
1019.20
1020.11
1021.02
1021. 94
1022.85
1023.77
102~.68
10~5,59
1026.51
1027.42
1028. 3~
1"...... ,,~
~Vc'l' .r:;;
1030.16
1(i31.08
i:}3i.99
1032.91
;'lJjj,C;:
1034. 7~
103S.65
1036.56
i027.43
iC'38,39
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104,).22
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1042.05
1042.%
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iO~4.79
.
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QSH QUALITY SUITES HOTEL -RCDC- LINE ~2A~
FAt 51'. C.B. NO.3, & 1en RCP
R 7B-090.072 RWB 3/13/B9 4:22 PM
\.....~---~----~-~-
P73
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24.59
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P71
Ii aTE 5
.'11 0' Mn..,,,
. O!..L';,bHtO
I = iNVERT E~EVATIGN
C = CRITICAL aEPTH
W = WATER SURFACE ELEVATION
H = HEI5HT OF CH~NNEL
E = EIiERGY GRADE LINE
X = CURVES CRDSSIN& OVER
B = BRIDGE ENTRANCE OR EXIT
Y :: ~ALL ENTRMKE OF,' EX Ii
~ SiATIONS FOR PDINTS AT A JUM~ KAY NuT B: PLOTTED EX~STLY
.
.
/'
,\"J
.
iNPUT FiLE LISTIN6
.., ./
L /IIJE I/)
pp /tJS7~
Tl QSH QUALITY SUITES HOTEL -RCOC- LINE 'lA'
T2 C.B. NO. 1, ~ 24' RCP FRO" LAKE, COHN.. 14+00 LiNE '1'
T3 R 7a-090.072 RWS 3i13/a9 4:00 P"
SO 1000. la.85 1 23.24
R 1017.26 la.91
R 103a.5 20.5 1
WE 1
SH 103B.5 20.5 1
SP
WATER SURFACE PROFILE - CHAHNEL DEFiNITiON LISTIN6
P75
PAGE
CARD SECT CHN NO OF' AVE PiER HEi6HT: BASE ZL ZR iNV Yiti Y12; Y(31 YI41 YI51 Yi61 Y(71 YISI YI91 mOl
CODE NO TYPE PiERS WIDTH DIA"ETER WIDTH DROP
CD
4
.
HEADING LINE NO 1 IS -
HEAD INS LiNE NO 2 15 -
HEAOINS LINE NO 3 IS -
.
2.00
WATER SURFACE PROFiLE - TiTLE CARD LISTINS
aSH QUALITY SUITES HOTEL -RCDC- LINE 'IA'
C.B. NO. 1, ~ 24' RCf FRO~ LAKE, CONN.. 14+00 LINE '1'
,
R 78-090.072 RWS 3/13/B9 4:00 PM
PAGE NO
1Y
P7b
WATER SURFACE PROFILE - ELEMENT CARD LI5TINB
ELEMENT NO 1 IS A SYST,M OUTLET . . .
. UIS DATA sm iON INVERT SECT
1000.00 IB.85 I
ELENENT NO 2 IS A REACH . . .
UIS DATA STATION INVERT SECT N
10ti.26 18.11 1 ,014
ELENENT NO 3 IS A REACH . . .
UIS DATA STATION INVERT SECT N
1038.50 20.50 I .014
ELENENT NO 4 15 A WALL ENTRANCE .
UIS DATA STATION INVERT SECT FP
1036.50 211.50 1 .500
ELEMENT NO 5 IS A SYSTEM HEADWORKS . .
UIS DATA STATION INVERT SECT
1036.50 20.50 1
NO EDIT ERRORS ENCDUNTERED-CONPUTATION IS NOW BESINNIN.
W 5 ELEV
23.24
RADIUS ANSLE ANS PT NAN H
.00 .00 .00 0
RAD lUS ANGLE ANS Pi NAN H
.0') .00 . (~(j 0
W S ELEV
.00
'i WARNIN. NO.2" - WATER SURFACE ELEVATION SIVEN IS LESS THAN DR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC
/
PASE
. WATER SURFACE PROFILE LISTINS
gSH OUALITY SUITES HOTEL -RCDC- LINE 'lA'
C.B. NO. 1, ~ 24' RCP FRON LAKE, CONN. . 14+00 LINE 'I'
R 78-090.072 RWS 3/13/89 4:00 PH
STATION INVERT DEPTH W.S. a VEL VEL ENERSY SUPER CRITlCAL HSTI BASEl ZL NO AVBPR
ELEV OF FLOW ELEV HEAD SRD.EL. ELEV DEPTH DIA 10 tm. PIER
LlELEN SO SF AVE HF NORN DEPTH ZR
ffffffifffiffillffflllllllllliiflllllffillllffflllllfl1IIIfilffllllft++flffllfffl+llllfffffilifi+fffffliflllIlfffiffffflffllf!fffl
1000.00 18.85 4.39 23.24 6.6 2.10 .07 23.31 .00 .91 2.00 .00 .00 0 .00
17.26 .00348 .00099 .02 l.04 .0')
1017.26 18.91 4.35 23.26 6.6 2.1(' (I" 23.33 .00 .91 2.00 ,i)O ,1)(1 i) .00
.,
21. 24 .07486 .<10099 .02 ,46 ,00
WALL ENTRANCE .00
1038.50 20.50 2.78 23.28 6,6 UO 0" "~ ""::: .00 .91 2.00 . 10 .00 Q .00
. , ~~..:lw
.
","\
QSH QUALITY SUITES HQTEL -RCDC- LINE 'lA'
C.B. NQ. 1, ~ 24' RCP FROM LAKE, CONN.. 14'00 LINE 'I'
R 78-090.072 RoS 3/13/B9 4:00 PM
P77
. !OOO.OO .I C H W E 1-;
1000.79
1001.57
1002.%
1003.14
1003.93
1004.71
1005.50
1006.29
1007.07
1007.86
1008.64
1009.43
1010.21
1011.00
1011.79
i012.5?
1013.36
1014.14
!01U3
1015.71
1016.50
1017.21 I C M WE R
101B.07
1016.86
. 1019.64
1020.43
1021.21
1022.00 '-
1022,79
1023.57
1024.36
l(i2:.g
i025.93
1026.71
1027.50
1028.29
1029.07
1029.86
1030,64
1031.42-
1032.21
1033.00
1033.79
1024.57
1035.36
1036.14
103b.93
1037.71
1038.50 IYYYYYYYYYYYYYYYYYYYCYYYYYYYYYYYYYYYYYYYYYYYYH W E. WE
. 18.85 19.30 19.75 20.20 ?-, 'r 21.10 21.55 22.00 22.45 22.90 'J'" "..
...1),0..1 ...<:1..:1)
'110
.L
.
.
P79
NOTES
'---------- ---
ELOSSARY
! = INVERT ELEVATION
C = CRIT!CAL DEPTH
. = WATER SURFACE ELEVATION
H = HEIGHT OF CHANNEL
E = ENERGY GRADE LiNE
1 = CURVES CROSSING OVER
6 = BRIDEE SNTRAlICE OR ElIT
Y = WALL ENTRANCE DR EXIT
2. STATIONS FOR POINTS AT H JUMP NAY NuT B~ PLOTTED EXACTLY
-'\'\
INPUT PILE LISTING
P79
Tl Q5H QUALI"Y SUITES HDTEL -RCDC- LINE "lB"
.~2 RISER ND. I, & 24' RCP FROM PRKG., CDNN.. 14+80 cINE 'I'
T3 R 78-090.072 R.S 3/13/89 4,08 PM
SO 1000. 18.41 I 23.50
R 1017.96 lB.55 I
R 1042. 20.5 1
, WE 1
SH 1042. 20.5 1
i INE: ";B"
PP /tt;57'j
SP
NATER SURFACE PRDFILE - CHANNEL DEPINITIDN LISTING
PA8E
CARD SECT CHN ND DF AVE PIER HEIGHT I BASE ZL ZR UN Y(1) Yi21 V(3) V(4) Y(5) Y!6i Y(7) V(8) 1(9) mO)
CODE NO TYPE PIERS WIDTH DIAMETER NIDTH DROP
CD
4
2.00
PASE ND
NATER SURFACE PRDFILE - TITLE CARD LISTING
~EADING LINE NO 1 IS -
QSH QUALITV SUITES HDTEL -RCDC- LINE "IB'
HEADING LINE NO 2 IS -
RISER NO. 1, ~ 24' RCP FROM PRKG" CDNN.. 14+80 LINE 'I'
HEADING LINE ND 3 15 -
R 78-090.072 RWS 3/13/89 4:08 PM
.
~o
PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING P ~ 0
ELmNT NO 1 IS A SYSTEM OUTLET f f f
. UIS DATA STATION INVERT SECT
1000.00 18.41
ELENENT NO 2 IS A REACN f f f
UIS DATA STAilON INVERT SECT N
1017.96 18.55 1 .014
ELf1iENT NO 3 is A REACH f f f
UIS DATA STATiON I WERT sm t~
1042.00 20.50 1 .014
ELENa/T NO 4 IS A WALL ENTRANCE f
UIS OATA STATION INVERT SECT i=p
1042.00 20.50 1 .500
ELftifNT NO 5 IS A SYSTEM HEAOWORKS f f
UIS DATA STATION INVERT SECT
1042.00 20.50 !
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNiNG
-----.-- -- -------.-.--
W S ELEV
23.50
RADIUS ANGLE ANS PT MAN H
.00 ,00 .00 0
RADIUS ANGL, ANG PT NAN H
.00 .00 .00 (I
W HLEV
,00
ff WARNING NO. 2 ff - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EOUALS INVERT ELEVATION IN HO.KoS, ..S.ELEV = iNV + DC
PAGE
WATER SURFACE PROFILE LISTING
. DSH DUALITY SUITES HOTEL -RCDC- LINE 'lB"
RISER NO. IJ ~ 24' RCP FROM PRKG., CONN. . 14+80 LiNE 'I'
R 76-090.0if RWS 3/13/69 4:0B PM
STATION INVERT DEPTH W.S. D VEL VEL ElIERBY SUPER CRITICAL HGTI BASEl ZL NO AVB?R
ELEV OF FLOW ELEV HEAD eRD.fL. ELEV DEPTH DiA 10 HO. PIER
LlELEM SO SF AVE HF NORM DEPTH ZR
fffffffffffififfffffffffffffffffffitfffflfffifffffffffffffiffffffffffiffffftffffffffffffffffffffffififfififffffffffffffflfffffifff
1000.00 lB.41 5.09 23.50 6.9 2.83 .12 23.62 .00 1.07 2.00 ,(h; .00 (I .00
17.96 .00779 .00160 .03 .97 .00
1017.96 IB.55 4.96 23.53 B.9 2.63 .1E 23.66 .00 l.D7 2.00 .OQ .00 ,) ,00
24.04 .06111 .00180 .04 .52 .00
WALL ENTRANCE .00
1042.00 20.50 8.0S 23.58 " 0 2.83 J" 23.70 .(;0 1..07 2.;,)0 .00 .00 0 .00
0.. ..<
.
~\
.
.
1000,00 .1
1000.86
1001. 71
1002.57
1(103.43
1004.29
1005.14
1006.00
1006.36
1007.71
1008.57
1009.43
1010.29
1011.11;
1012.00
1012.86
1013.71
1014,57
1015,43
1016.29
1017.14
1018.00
1018.86
1019,11
1020.57
1021.43
1022,29
l(i~3,14
1024.00
1024.86
1025.71
WEb.57
1027.43
1028.29
1029.14
1030.00
1030.8f.
1031.71
1032.57
1033.43
1034.2~'
1035.14
1036.00
;;)36.86
1037.71
1038,57
1039.42
1040.29
ltJ41.14
1042.00
.
18.41
QSH QUALITY SUITES HOTEL -RenC- LINE 'lB"
RISER NO.1, & 24' Re? FROf, PRKB., CONN.. 14'80 LINE "I'
R 76-090.072 RoS 3/13/89 4:08 PM
C
H
e
H
IYYvvvvYvvvvYVYvvvvvCvYvvvvvYYvYYVVYVYH
18.94
19.47
20.00
20.53
21.06
21.58
22,11
22.64
P 81
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WE
f;
WE.
R
\i E.
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c::<.! ,
c'~. il}
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pg~
NOitS
.1. GLOSSAR'{
I = INVERT ELEVATION
C = CRITICAL DEPTH
. = WATER SURFACE ELEVATION
H ; HEiGHT u~ CHANNEL
E = ENERSY GRADE LINE
I. = CURVES CROSSING OVER
B = BRIOGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EIIT
E, STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY
.
.
Cffr
.
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,
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t:.13. NO 2
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et'
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I J
1
i
- 3.0
.3,5
4.0
5.0
6.0
7.0
8,0
9.0
10.0
,
j
l
~
'.
.
1
...
~.
J
I
Catch
Basin
0.9
1.0
"
"-
"
Q
3
"
EXAMPLE
H..:~.O, Q=20, L=125
USE. 0 = 27"
\
,
"
\
"
'"
\.'\
'\
"
4
5
6
7
8
9
',10
'.
15
20
is.
30 "
35 "
"
"
~O
50
60
70
eo
90
100
[Free water surface
~Hyd_ grade line
Storm Drain
, 11/77 OFt.ov.JC;;;:: C.OU'-l'f'( EMA.
-37- 0
b
I
?~ ~O 75 100 125 150
. \' Pa g~ c::;;- P 101
-- ~--
- V' ---
.'
_/ .
.
;?'"
. ,/
/" ---
/
/" V ....-
/ ./"
Y . ,
/'
/1 --- l.--
./ -;/ /'" ,..".
.'
y
--.- -y
. ...,,: --
/ p.r I ! ~\" --- ....
, /'"
I
)/j -- --
/ V I.? L..---
---
, YI - --
", I ~
/ .,1 ~"
V >"
-
/" V --- I..---
..
~9.---
/ V - --
.. --- ~
V ?'
V -
........---- .-
V ~ --
--
--
,..."" \00/
"
',,-
25
75
100 125 150 175' 2.
_ T@Lf~-)
50
J
..
I
I
I
I
I
I
.
te
j
.
I
~ CD
It)
CD
CD"''''
. OIN
q-m~
, . I
~~N
. .0
I OOz
........ "
01010
....
>=cicn
~.jo
:0,:
....-..
--
~~~
1:1. -
-(\I
'--' -
'---'
~
'<0
~
'-'
N
...
o
~
'--'
,...
o::J
1...""",
r:-;
.""
~
N
I
-~
'"
I '"I
II
'"
1
(l">
~
P/O~
i=)f~f~i;-
. I -g'
i ...., ENl SPACtRS
If ;]d"i"
f
'- "-1
''I I
~.n;;r!l~('f,J\"";lf."_"H"."'''~
~;;;ill.;~!!!~~} ~:ii.~~.';.~;..:&i.~~~.__.___::x!:L.:a.
L
..'
....c:;:::::::"
.....
ft
t
I
.....
SECTION C-C 0
.."..f'''f 7
.
\ i
%
/?- ~5 '-
_ J h
u: ~~Q ~ '.,.
z_O
O~ ~ i 'J!~ 0
-.. J r . 0
vi .
....~.. ~ n I
~~. . 'ft,," 1 0
tv J:~ .... ~
...I.... 0 ~
~ :::~c .. %:!: '- i z
~""~ jII - ~ ~;;; g
..... w ; 0-
f() ~g:'~ ~ ::Ii - u
......... . .- '-.. ..
:5% '", ~~ ..
11 .. u .. .
I':(":~.)C ~
~IH''''' . - ~
'-, zo -IN . '- i
...04 ... .. ' -
. '-IN -
f~
PLAN
NOTES
I. C[NTEIt ~ aSst"SLY $MALl M: USED
.....Of ,....,., OR llIOAE CAAllffCS &It( Sl"(CJftfO
2. IlL\. eo..n ~lD ... a: IolT[R 'jU'P(RT 9tIIU. Sf. n ~
,.. fRAW(. IIU.'" 8t AlVl1to OR WELDED.
4. BC\.T'5 lHOT MYETS OR ~LD51 SHALL II!
USED TO .,ON TWO c.t 1C)Hf flUooIIIU ~
~ TO n-E 01'4" eEa...
5. t( TAIL Of' END SPACERS StC)IWS ....SlCO
.-.... C4WEN3H)!\fS.
... ,. AU. PARTS StW.l IE 01' STYnJeTU_AI,. GRADE
~D + .. STEEl., EXCEPT [NO gaC'fRS, _ICH ...y
Il.-. ~I If 0" f1TIo4[1I CAST IRON OR STEEL.
ALL [I~D UE TI'L PaRTS SMALl. ef G&t.y......
_] ~---r- Izea P,:tIOR TO ASSE"';!I.". WEI..0IHG. IlUoCMNNi.
r UCD OAll.l~ S'1Al.l BE DONE eEfCRE r..alWJto
IZING. ALL ()UIIEHSI()NS ....E flHlSKfD DlMEN-
fA SIOHS AND ""C:UJO( .......Nt2.u.G.
L --1 1 1- TOTAL WEIINT. &10 LU.
,....."......' .,.""'....."""'" .....-.... .
sa lOOT' NO ~
NORMAl.
OIAECT''J''
" fUl.
I
.
ELE VAT ION
t'tCCt:JMol)H:E :'I';-:~';
;,<C/3C>K 6 ., TI/ICK :-:])cS t So1T::J1'v/
W/(#4) j/z "P(EE/1R, G '2-c B/W
Q.. ~,.,..,a:: :- C a.. (2:Jf> J
C~a.("o
g . 3? Z .ff/s'
h V<l.r1eS
h Qc...P
CAtt t:!"T: Ie:;
; E~vr grJX
,
O,2S
8,7 C.~$
12,~o=s
/5.1 c.F=s
17.4 CF='S
use ~~C.AP
pulE W
C UJGc; lAic-,
\'O?J
,
b.50
0,75'
,.00"
.''''''''O''S
IIVUIlOI COUNn HOOD COHUOl
..,
.An. COHn'VAlION DISTIlCT
".OJI:'" ..0
A.!~J~. NOn:
I'I'.'! .72
O....*G "0.
CATCH BASIN GRATE
_:_.._"l'."...rlll'
I...C'V(O~
tth,-,.;,!b.,~
"" ~-1-71
--- -
STANDARD D"AWING NUM8E:R CBt04
~...... ..
It.,- - ""'DncllllffiO.
, '
;
"""'.OlTf
0"10.....
itiii"TitO.
..
t...t'llll'
PI03
.
F ....
~. r-o.U'
.'
~..
...-
~
I \
.. -~,L-_
,
.
.
..
'". .
."
SECTION A-A
..""""
-l L--O.4Z'
~
SECTION B-B
A
-1
NOTE: CnlM-_t1on of 110" tlllc~
..., lie _.Iclr..ulo~ ft' .
'..,o.oltlol ...... top .ltI'~ - Z5"
"
Min. tloptll- . ~
I.
.
,
SEcnON C-C
To ~o .... .. flll 010'" f1ottor tIlon 4 -I U.. ..In.
10',...,.. of ....... _.." oItIOI In 0 IO, 10ea'lon.
Use pip. downdroinl for aIoDeI SI"Der thll1n 4: I
'10'"
\eI<
c...., of "iwI,sid.
.
ASPHALT CONCRETE
OVERSIDE DRAIN
R........
8-'8-77
2-82
STANDARD NO. 306
.
'..
.'
PI DLf
100' R/W
76'
38' 38'
12' Max, /~ .
r I ptroncl
1/4""., 't, 1.5% .- Median 1/4"P.' ft.
1.5%
n=0.015
TYPICAL
SECTION
.
20 25 30
40 ~ fa ao 100 150 200 300 AOO roo 600 800 1000
'0
~.:';~.~: ~~~~- ~~ ~. - -:-~:~~-~~;~~~_:~~~~~:~~ ;;~l ~~~r--~~-
: 30
,
.
.
.
'0
"'
.
40
30
0.'
.
'-:-'-Framlcur~e.r=5.llfPsland dw=0.4~'. I I l II _Ch 'C '..
--=~OTAL 0 1::0rtTAlNED ON ONE SlOE IoF STREET+GiV, n at I ()= Is and S=4 Yo. [:,::hr::-:=:'$.oln:.-, ,'"
In e o~ y 'on ep. mee curv~s are Tl)r olf WI qua moun on e c
'~.' ide f sfedt,ent r C rve wi~h Q:fI.27C~S:5'.lCIS Fr m cJrv~tV:6.2fpS_~J.:-:f~:6-
.. .....:__ond .= .4~: Sin<te d =0.48 is lower tho tOPt of ro n 07Q.. '
.: -. hen low ctu.olly wlll b contoined o~ one "Si e of he tre to f
w h~ b'1en ouod to ~ greater th~n top 0 era n,.:'; _. '..
.0
.0
'0
.
.
7
10
.
8
7
CI1
Q.;
IJ.:
I,
>-
I-
U
o
-.J
W
>
.~::~
': .-- ~ he s reeL: E:~:: --- :.
..... '==r.::.
.
._. - :~;::=E=.~-__,.~~~~:~:"
.
.
- - - 1: .,..,::?:ff' -:::: '- - ~. -,::: _,..: ~ - ~ ~ .:
.
.
_ _;c-.:: ::~:.::=~;~.;:i:' ::"'r:-:~ ~:~:.,:: :"
.
-...---- .-..
-_.-.. .. ~ ..
"'H._-~c.;::..::17. .
__ ~t7-'
3
.
.
I
0.'
0.'
0.7
0.'
0.'
0.'
.
I
0.'
0.8
0.1
0.'
"'0
0.'
aoo 1000
3
. , .
'0
"
2.5 30 40 50 60 1lI0 100
DISCHARGE - C.F. S.
(TOTAL FLOW IN STREET)
NOTE:
Without optional median, flow tops the
crown os indicated. With optional medien,
flow dees not top the crown.
Computations for these curves assumed
a median. However the results ore
applicoole for either situation since the
hydraulic effect of the median is neghgable.
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
VELOCITY DISCHARGE CURVES
COUNTY STANDARD No. 101
76' ROADWAY s"a a" CURBS
'-. I a....... ..R4.-:;? T.......-
~~,.. .....-...... - .... <;00."......"'....,.
< w... a.,. c..... 14,.". r/ - '.
/
\O'J
R C FC a w CD
HYDROLOGY
lvJANUAL
PLATE 0-7.2
.'
.
.i
e too
aa'R/w
.
64'
8' 24' 24' 8'
:
1/4"lJ.,. II. "7l...?o~.~ 1.5 OJ:'' I ~"/o "'-:'. ,,. ,,, ff,
-, :'~. , ;.....-'
; ~;l. . .
~
n-O."l~
:'J:!.I
TYPICAL
SECTION
2
.
.
. .
. '0
"'
20
Z!I 30
'0
'" .0
00
000
"'0
200
500
"'00 500 600
800 1000
'0
'0
20
10
. u.
. Q
, La.
. I
. >
~
.
C
, C
La..
>
2
- - --
..- -+.._----::!-.L_~
",-,IAi'YIP]:; C-." ~~~ E - _
". . ,,'" .... ,==E'..
0':-'''--.=,;:-, ,CSee-:cfjCifif:O:,7.;2;CcC:O'....:......:::
_ n _. _ _.~ "' ..~. _ ._._
'0
'0
20
1
0.'
0.'
0.7
0,'
0.'
.. ... .-.~:E:n-";~!".::.-'+ . _ "__ . ;.: F~OWA~~~:::~;~ ;~'-~:l~ri~~~~'~ €~~~.~.: ;.: I ~__'::~'" _ ... : L ;.~;~;n:t~~:~~:::: ~;;~.
. .-:~~;:.:::::--: ::.,:;, ':~:-. :~:-:~,.;:~:::-:;:;~._ n:. . u_: _:r:.:. :~::::.?'.:~~:;. ~E:~-;:.;~~;j;_:.-:J. --;::-". _. q__ ,_. _ ... :~i;~~V-;;:;J~;;~F. ~~:;~::
::::;.-::~::;~~:- ,', ::.~:~~i: -:_;;~~::i;~:::F:~:;:-.:::-.~:- ': -~~"?~=j:~:=.:~~:~::.~;~~<~::t. ii::~T::;l::~~:J'-:::?'~ :: '1-~;'~~:--:; -j"::: ..,~~~~:.:;;i:.~~;i~-;;:::j;;'- 0.7
-~=:-::. E~~=-::=~:-. :-:.::-:: ~::~~::~.: r:-~~~-=r;y,~:.~~~~~f?~~~=:t:~.~~'~; ;rJ~~~~-T-~:i '.:': ~;:_~. ~ :: ~i:: ~~~'~~~f:2:~~~~k~~~.7~~ 0.11
0,'
.~:.~::;~;~;.~. . --- ... - :~::\jf.~~rJ~;kr:--' .. -; .:~::~f~iill~~~~~~s~~~~~ ITTIf.$~[~~J~:~:~~~~-~ ~_~~;;~~~'i-.~~-j;~::~~::i;~ ~;~~;~;~::~J~~~~~~;~_~~~=-=
0.'
300 400 500 600 800 1000
1
0..
0.'
0,'
2
,
.
.
.
.
'0
"'
20
25 30
.0
'" .0
00
'00
",0
200
DISCHARGE - C.F. S.
(TOTAL FLOW IN STREET)
RCFC a WCD
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
VELOCITY DISCHARGE CURVES
COUNTY STANDARD No. 102
64' ROADWAY 6"8 S"CURBS
..-...... Do....... ~4.~__1-.....-.
c..... ...._... .._.... c..'C'.D.';"./. - -
, ~... n...o...... .JAN. " ~ -
\ t)'9
HYDROLOGY i\;JANIJAL
PLME 0-7.3
.
'0
.
8
7
6
.
4
"tt 3
2
'.'
2
00
30
20'
~-+
H~~
i-!4
r+8 ,
II i ,i
0.0
2
'---.."
P I Q/P
I ~'.". 66' R/w
r 44' r
10' 12' 12' 10'
\.50/0 1.5% 1/4" per ft.
5010 5%
n-O.015
TYPICAL SECTION
3 4 . 6 8 10 19 20 25 30 40 50 60 80 >00 '50 200 300 400 SOl) 600 800
10 ui
8
8 Q.;
7 l1.:
. I
. >-
~
4
()
3 0
...J
W
>
2
3
4
.
.
8
10
"
20
2.5 30
00
50 60
eo
100
190
200
DISCHARGE - C.F. S.
(TOTAL FLOW IN STREET)
RCFC a weD
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
VELOCITY DISCHARGE CURVES
COUNTY STANDARD No. 103
44' ROADWAY 6" a a" CURBS
.......-. - I '-...... .. ..A?u..../ 1_..... .....
c..... ....._.... ...._ .... Goo.e........;..!: -
, W.n U.,. .,..w.. ~ N; '7J - ..
\0"\
HYDRDLOGY NJANUi.\L
PLATE D-7.4
1Il
'"
:I:
"
Z
~
e
....
0:
'"
>
-'
::>
"
....
o
0:
'"
....
'"
'"
'"
o
180
168
156
144
132
120
108
96
84
72
1Il
60 ....
"
~
54 2
10,000
8,000 EXAMPLE
6,000 D-42 inch.. (3.5 'Ht)
5,000 aslZOth
4,000 J!!!' "If
0 I...
3.000 III t,' 8.8
It) t.1 7.'
2,000 (31 ... 7.7
-0 in fe.t
1.000
800
/'
./
,/
,/
."y
~~
,/
200 ,.-/
,/
,/
600
500
400
300
,/'" 100
48 ,/ ~
80
,/ '"
----42 :I: 60
"
1Il 50 ~ SCALE ENTRANCE
0
40 0 TYPE
36 30 (I) Squor.,dOI wltb
33 headwoll
20 (t, Groove Iftd .ilh
30 headwall
(31 Groo" end
27 projecting
10
24 8
6 To use .call (2) or (3) projlct
21 5 horl%ontol1,10 Icall(I),thln
4 use Itraloht inclined lifte thrOu'IIh
D Gnd Q Icole., or ,"'.,., os
3 illustroled,
18
2
15
1.0
12
P/D?
11-67
(I)
(2)
6
(3)
- .
~ 6,
- 5,
,6. - 5.
f- 5. -4.
- 4.
- -4.
- 3.
r 3,
- 3.
-" ---- 2.~
=2:-
O' f---2. -
~ ~
<S -\,5 1-\.5
1Il
0:
'" f- 1.5
.... ~
'"
'"
'"
0
~
:I:
....
0.. -1.0 -1.0
'"
0
0: 1,0
'" I-- .9 f- .9
....
'"
~ f- .9
0
'"
'" -,8 f-- .8
:I:
r.8
,7 -.7
f- .7
f-- .6 - ,6
.6
'- L .5 ~ .5
.5
HEADWATER DEPTH FOR
CONCRETE PIPE CULVERTS
WITH INLET CONTROL
BUREAU OF PUBLIC ROADS JAN. 1963
,&>
.
~
PID9
",OPERTY UNE
"PE.
,,"MAX, iliA, OR
EDUlV, PIPE ARCH.
J
~
.1
.
f
:;
'll[
~4t
.
DETAIL "E"
SEE STD. 303..
" '...- ~
~ ,
. -,
OUTLET APRON III
..
... P.C.c. OVER J \ i
COI/I".CTED ~
EARTH . lS
on
"
~ 1:6
~ I~~"~
III ~ .::
... lo.t.
11:'"
~ ......
... J"':":
iL I.U ".
o I.U'"
....I .....;~
"'~ j'" ~::
::;:: .',
:':
;
DCTAIL" M
SEE sru
30.3-A
'"
...
I
III
Double _Ie struts Q
L2Jz"z2H1(Z," iii
or equ,woJent ..
.'
,
.
.'
..'
... :.
Q \:
~ .'
~
~
I
I.
00 IN DIRECTION OF FLOW
II: I'
.t ::
~ 0-:
,~
~ :~
Q .t
.. ....
.; cr, ~.:
-X :
U.
j
DETAIL "C.
SEE STD.303-A
~/O' TRANsmON
SCHEMATIC PLAN VIEW
= ~'...
~1I.;,
...f "'''''''
'll[
".
NOTE:
USE'" "IDE CHECKERED PUTE
CUT TO CORRECT DIMENSIONS.
THEN CONSTRUCT FRAIIE TO
FIT PLATE ANO FASTEN "'TH
AN INTERIIITTENT WELD,
~/O' TRANStTlON
l NORIIAL MB LINE
PROTECTlON BAR
~
PROFILE
Caunty '" RI..nld,
\f)~
EVISIONS
FLAT
DRAINAGE
OUTLET
STRUCTURE
1-
9....
STANDARD NO. 303
P/oq
1
:.
NOTE:FRAME SHALL IE CONSTRUCTED TO STANOARD SPECIFICATIONS
OR OF EQUIVALENT STRUCTURAL STRENGTIt AND WELDED
TOGETHER WITH A '4. INTERMITTENT WELD AT ALL BREAKS
SEAMS, SECTIONS, JOIIIT., ETC. THE ~.. CHECKEltED PLATE .
SHALL IE FASTENED TO fRAlIIE WITH All INTERMITTENT WELD.
GRATE SHALL IE CONSTRUCTED TO
STANDARD S~CIFIC.T10IllS. WELDED
AT ALL IllEAKS, SECTIONS, ETC"
HIIlGED TO DRAIIlAGE "'PE, AND
SECURED WITH MOLOCK. llRATE NOT
REQUIRED fOR CULVERTS S"ALLER
THAN IZ~
rXV.'" r" ..~ - (Gah,"nll~d) ,a" CoII...1
. 1/1I6~ I v." ".., \ .!- IIz".la"
-. L.2 V2 X Z' X v. . 4 .,....
c:._ Bract II" C.I...,
\... 1/." ..;,
, 3 ~ .,.ei.,
., ,
. ',. "
upPO,1
. B.,
"')
PadlOCk
", ",.
('X 1/4" 8ar
.
". ,"
.,<.::.::.~; ~.:.:::~.~.~ ~"~'.~ -
. '." ....~.:f :',. ~:.-.:'.:)~.-.:.:'
Ide Rail
L I !I."XI v,"U"G' .
LZ.X3"X ~,,'
Face AnVI.
.. .........'.
,
DETAIL "s"
1/4" ChlcaM!CI Plate (Galvanized)
~z~~, ,.,"xv," ea.
t~ ' "
I .
"'-
DETAIL"D"
, '.
". .~_ lloil ~
. ". I Sf' X I 1/4- X 3f 16 . ~
, .
Z.X3"X V,. L DETAIL"C.
112" 51... Andt." Nol 5"".n
5.. Oetoil "8"
COUNTY OF RIVERSIDE
FLAT OUTLET DRAINAGE
STRUCTURE DETAI LS
\;\0
.
STANDARD NO, 303 A
.
..
-.
s =
i
L____
PliO
"
s'
'2,S'
'l.s'
TYPICAL TERRACE DRAIN
(j)
S:CALf: ~...ltO-
FINDING THE 'Q' IN AN OPEN CHANNEL
.05000
.0150
Z = 2.500
.50000 ft
B =
.10
D =
n =
Q = 5.802
NORMAL DEPTH =
A =
NF =
.50001 ft
D/B = 5.00006 f..'..
".
.67502 V = 8.59543 V2/2q = 1. 14758 HE
2.97284 P = 2.79261 R = .24171 f'::
=180.65685
= 1. 64759
= 2.47135
CRITICAL DEPTH =
s =
.78365 ft
De/B = 7.83645 fee =*********
Ae = 1.61361 '..Ie = 3.5957 Vc2/2o = .20082 HEe = .98447
NFe = .99993 Pc = 4.3201 Re = .37352 Ke = 2.38254
Se = .00490
FINDING THE 'Q' IN AN OPEN CHANNEL
----------------------------------
.05000
.0150
Z = 2.500
B =
.10
.75000 ft
D =
n =
Q = 16.540
NORMAL DEPTH = .75001 ft
D/B = 7.50007 V' =515.00483
A = 1.48128 V = 11. 16612 V2/2a = 1.93666 HE = 2.68667
NF = 3.17240 P = 4.13891 R = .35789 f'" = 2.38954
".
CRITICAL DEPTH = 1.20166 ft
De/B = 12.01656 K'c =*********
Ae = 3.73011 '..Ie = 4,4342 Vc2/2a = .30541 HEe = 1 . 50707
NFe = .99997 Pc = 6.5711 Re = .56765 I<e = 2.32835 \\\
Se = .00426
~
.
.
I 3.0' I PilI
I - ~----~- ~----~
J .
I
I
I
ri. I
I
;:,; ~
3-GUNITE (A.B.M)WITH
"-X(..X W.1.1lCW.I,4WW,!"\.
TYPICAL BROW D'TCH
NO Sc.ALE
FINDING THE 'Q' IN AN OPEN CHANNEL
----------------------------------
s =
.00500
.0150
z = 1.500
B =
.10
D =
.75000 ft
n =
G! = 3. 059
NORMAL DEPTH =
.75001 ft
.91878 'v = 3.32911
.93828 P = 2.80421
DlB = 7.50012 f'.
..,
\/2/20 = . 17215 HE
R = . 32764 V
=301.17033
= .92216
= 1.39738
DelB = 7.30351 ICe =967.25115
Ae = .87315 Ve = 3.5031 Vc2/2o = . 19061 HEe = ,92096
NFe = .99998 Pc = .-. """"I""''''':''''''':'' Re = .31945 Ke = 1.40161
..::.. I .,,:'.";'._~
Se = .00573
D =
.75001 ft
A =
NF =
CRITICAL DEPTH =
.73035 ft
NORMAL DEPTH = .75002 ft
D/B = 7.50024 K' =301,18288
A = .91881 V = 4.70812 V2/2q = .34431 HE = 1.09433
NF = 1.32693 P = 2.80425 R = .32765 V = 1.39738
'.
CRITICAL DEPTH = .84369 ft
. De/B = 8.43691 K'c
Ae = 1.15209 Ve = 3.7548 Ve2/2q = ,21899 HEe
NFe = ,99995 Pc = 3.1420 Re = ,36668 Ke
I
Se = .00547
\\'/,1
=*********
= ,1.06268
= 1.37998
FINDING THE 'Q' IN AN OPEN CHANNEL
----------------------------------
s =
.01000
.0150
z = 1 , 500
B =
.10
n =
C! = 4.326
I
I
)
I
3.0'
PI/;2.
.
NATU"'AL
G"'OUND
I
I
~
:3-GUNITE (A.B.M)WITH
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TYPICAL BROW DITCH
NO SC.ALE
FINDING THE 'Q' IN AN OPEN CHANNEL
S :
.'02000
n :
.0150
Z = 1.500
B :
.10 '
D -
.75002 ft
D: 6.118
. NORMAL DEPTH : .75004 ft
D/B : 7.50037 V'
A : .91884 \J : 6.65836 V2/2o : .68863 HE
NF : 1. 87657 P : 2.80430 r, : . 32765 fo"
"
:301.19544
= 1.43866
: 1.39738
CRITICAL DEPTH:
.97390 ft
Dc/B : 9.73898 K'c =*********
Ac : 1 . 52011 \)c : 4,0247 Vc2/2o : .25160 HEc : 1.22550
NFc : .99998 Pc : 3.6114 Rc = .42091 Kc = 1.36140
Sc = .00523
FINDING THE 'D' IN AN OPEN CHANNEL
----------------------------------
S =
.03000
n =
.0150
z = 1 .500
B :
,10
D =
,75004 ft
D = 7.493
NORMAL DEPTH = .75005 ft
D/B = 7.50049 V'
"
A = .91887 V = 8.15488 V2/2q = 1. 03296 HE
NF = 2.29832 P = 2.80434 R = .32766 f{
=301.20800
= 1.78301
= 1 . 39737
CRITICAL DEPTH: 1.05890 ft
\,\'7
. Dc/B : 10.58897 f(' c =*********
Ac : 1.78779 '.Ie : 4.1913 Vc2/2q : .27287 HEc : 1. 33177
NFc = .99997 Pc = 3.9179 Rc = .45631 Kc = 1.35175
Sc = ,00510
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