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Home My WebLink AboutSierra Ave Storm Drain Improvementse CITY OF FONTANA CALIFORNIA HYDRAULIC CALCULATIONS FOR SIERRA AVENUE STORM DRAIN IMPROVEMENTS FROM WALNUT VILLAGE PKWY. TO 675 FT. NORTH OF WALNUT VILLAGE PKWY. Berryman & Henigar, Inc. 0 �i s �r TABLE OF CONTENTS 1) LOCATION MAP 2) WSPG HYDRAULIC ANALYSIS 3) CATCH BASIN DESIGN CALCULATIONS 4) CONNECTOR PIPE CALCULATIONS 518+28.87 (L WALNUT VILLAGE o - �66 PARKWAY CB 42 519+28.18 it co M � � I I C13 43 ' , � I I 5LbtLl.t3� 526+6 4.85 STORM DRAIN ANALYSIS PLUS original version by Los Angeles County Public Works Portions Copyrighted by CIVILSOFT, 1986, 1987, 1989 Version 1.20 Serial Number 07010231 Apr 7, 2003 16: 7 :36 Input file : SIERRA7.DAT output file: SIERRA7.OUT SIERRA7.013T INPUT FILE LISTING T1 FONTANA STORM DRAIN T2 JOB NO. 15945.00 /SIERRA AVENUE HYDRAULIC ANALYSIS T3 SIERRA7.DAT SO 49254.291400.09 1 1413.50 R 49482.231411.20 1 .014 R 49489.241411.30 1 .014 R 49907.141419.06 1 .014 JX 49909.141419.14 1 3 .014 13. 1420.20 45. R 49957.981420.90 1 .014 R 49964.981421.00 4 .014 R 50223.611426.20 4 .014 R 50230.611426.30 4 .014 R 50285.451427.40 4 .014 JX 50287.451427.44 4 3 .014 21. 1428.52 45. R 50564.981432.90 4 .014 R 50569.981433.00 4 .014 R 50901.861440.40 4 .014 R 50906.861440.50 4 .014 R 51226.001446.70 4 .014 R 51231.001446.80 4 3 .014 28. 1448.75 45. R 51459.351452.74 4 .014 JX 51461.351452.79 4 3 .014 19. 1453.87 45. R 51575.701455.70 4 .014 R 51580.701455.80 4 .014 R 51927.121460.34 4 .014 R 51932.621460.48 4 5 .014 25. 1460.73 90. R 52270.871468.04 4 .014 R 52275.541468.14 4 .014 R 52620.481476.66 4 .014 R 52625.151476.78 4 .014 R 52664.851477.52 4 .014 SH 52664.851477.52 4 .014 1 SP WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 0 CARD SECT CHN NO OF AVE PIER BRIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 4.00 CD 2 4 1.50 CD 3 4 1.50 CD 4 4 3.50 CD 5 4 3.00 CD 6 4 2.00 Page 1 5IERRA7.OUT ERROR MESSAGE NUMBER 7 IN SEQUENCE CHECKING THRU CHANNEL DEFINITION DATA INVALID CARD CODE ENCOUNTERED WHILE PROCESSING CD AND PTS CARDS - CODE 1 PAGE NO 1 0 WATER SURFACE PROFILE - TITLE CARD LISTING OHEADING LINE NO 1 IS - 0 FONTANA STORM DRAIN OHEADING LINE NO 2 IS - 0 JOB NO. 15945.00 /SIERRA AVENUE HYDRAULIC ANALYSIS OHEADING LINE NO 3 IS - 0 SIERRA7.DAT 1 PAGE NO 2 0 WATER SURFACE PROFILE - ELEMENT CARD LISTING 0 ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W 3 49254.29 1400.09 1 ILL 1413.50 0 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE AUG PT MAN H 49482.23 1411.20 1 .014 .00 .00 .00 0 0 E LEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 49489.24 1411.30 1 .014 .00 .00 .00 0 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 49907.14 1419.06 1 .014 .00 .00 .00 0 0 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 49909.14 1419.14 1 3 0 .014 13.0 .0 1420.20 .00 45.00 .00 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE AM PT MAN H 49957.98 1420.90 1 .014 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS 0 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 49964.98 1421.00 4 .014 .00 .00 .00 0 0 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE AUG PT MAN H 50223.61 1426.20 4 .014 .00 .00 .00 0 0 ELEMENT NO 9 IS A REACH * • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50230.61 1426.30 4 .014 .00 .00 .00 0 0 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50285.45 1427.40 4 .014 .00 .00 .00 0 0 ELEMENT NO 11 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 50287.45 1427.44 4 3 0 .014 21.0 .0 1428.52 .00 45.00 .00 1 PAGE NO 3 0 WATER SURFACE PROFILE - ELEMENT CARD LISTING 0 ELEMENT NO 12 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50564.98 1432.90 4 .014 .00 .00 .00 0 0 ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50569.98 1433.00 4 .014 .00 .00 .00 0 0 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50901.86 1440.40 4 .014 .00 .00 .00 0 0 ELEMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50906.86 1440.50 4 .014 .00 .00 .00 0 0 ELEMENT NO 16 IS A REACH Page 2 i ij SWIM "f SIERRA7.OUT U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51226.00 1446.70 4 .014 .00 .00 .00 0 0 ELEMENT NO 17 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE AUG PT MAN H 51231.00 1446.80 4 .014 .00 45.00 .00 0 0 ELEMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE AUG PT MAN H 51459.35 1452.74 4 .014 .00 .00 .00 0 0 ELEMENT NO 19 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 51461.35 1452.79 4 3 0 .014 19.0 .0 1453.87 .00 45.00 .00 0 E LEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51575.70 1455.70 4 .014 .00 .00 .00 0 0 ELEMENT NO 21 IS A REACS U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51580.70 1455.80 4 .014 .00 .00 .00 0 0 ELEMENT NO 22 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51927.12 1460.34 4 .014 .00 .00 .00 0 0 ELEMENT NO 23 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51932.62 1460.48 4 .014 .00 90.00 .00 0 1 PAGE NO 4 0 WATER SURFACE PROFILE - ELEMENT CARD LISTING 0 ELEMENT NO 24 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE AUG PT MAN H 52270.87 1468.04 4 .014 .00 .00 .00 0 0 ELEMENT NO 25 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52275.54 1468.14 4 .014 .00 .00 .00 0 0 ELEMENT NO 26 IS A REACH U/8 DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52620.48 1476.66 4 .014 .00 .00 .00 0 0 ELEMENT NO 27 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52625.15 1476.78 4 .014 .00 .00 .00 0 0 ELEMENT NO 28 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52664.85 1477.52 4 .014 .00 .00 .00 0 0 ELEMENT NO 29 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 52664.85 1477.52 4 .00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING 90. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV'a INV + DC 1 PAGE 1 WATER SURFACE PROFILE LISTING FONTANA STORM DRAIN JOB NO. 15945.00 /SIERRA AVENUE HYDRAULIC ANALYSIS SIERRA7.DAT 0 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 L /ELEM SO SF AVE BF NORM DEPTH ZR * *t stttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttt, t*** wttttt** ttttttt*+ r* tttt* t:*** t *ttttt * * *,rtttttttt , rstttttttt 0 49254.29 1400.09 13.41 1413.50 165.0 13.13 2.68 1416.18 .00 3.70 4.00 .00 .00 0 .00 0 227.94 .04874 .01530 3.49 2.14 .00 0 49482.23 1411.20 5.79 1416.99 165.0 13.13 2.68 1419.67 .00 3.70 4.00 .00 .00 0 .00 0 7.01 .01428 .01530 .11 3.42 .00 0 49489.24 1411.30 5.80 1417.10 165.0 13.13 2.68 1419.77 .00 3.70 4.00 .00 .00 0 .00 0 417.90 .01857 .01530 6.40 2.99 .00 Page 3 5IERRA7.OUT 0 49907.14 1419.06 4.43 1423.49 165.0 13.13 2.68 1426.17 .00 3.70 4.00 .00 .00 0 .00 OJUNCT STR .03998 .01414 .03 .00 0 49909.14 1419.14 5.02 1424.16 152.0 12.10 2.27 1426.44 .00 3.61 4.00 .00 .00 0 .00 0 44.36 .03604 .01290 .57 2.23 .00 0 49953.50 1420.74 4.00 1424.74 152.0 12.10 2.27 1427.01 .00 3.61 4.00 .00 .00 0 .00 0 4.48 .03604 .01204 .05 2.23 .00 0 49957.98 1420.90 3.81 1424.71 152.0 15.80 3.88 1428.59 .00 3.39 3.50 .00 .00 0 .00 0 7.00 .01428 .02647 .19 3.50 .00 0 49964.98 1421.00 3.90 1424.90 152.0 15.80 3.88 1428.78 .00 3.39 3.50 .00 .00 0 .00 0 258.63 .02011 .02647 6.85 3.50 .00 0 50223.61 1426.20 5.54 1431.74 152.0 15.80 3.88 1435.62 .00 3.39 3.50 .00 .00 0 .00 0 7.00 .01430 .02647 .19 3.50 .00 0 50230.61 1426.30 5.63 1431.93 152.0 15.80 3.88 1435.81 .00 3.39 3.50 .00 .00 0 .00 0 54.84 .02006 .02647 1.45 3.50 .00 0 50285.45 1427.40 5.98 1433.38 152.0 15.80 3.88 1437.26 .00 3.39 3.50 .00 .00 0 .00 OJUNCT STR .01996 .02307 .05 .00 1 PAGE 2 WATER SURFACE PROFILE LISTING FONTANA STORM DRAIN JOB NO. 15945.00 /SIERRA AVENUE HYDRAULIC ANALYSIS SIERRA7.DAT 0 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV READ GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 L /ELEM SO SF AVE EF NORM DEPTH ZR xxxw►► wxx►►► x► x►►►► x►►► wtwxt► wxxw► xxw► t► xxw►► tw►►►►► x► t►►►►►:►►►►►►►►►►►►► x►►►►► x►►►►► wwx►►►► xx►►► wwxx ► ► ► ► ►x ►w ►xt ► ►xxwwx ►w ► ►xxw ►t ►x 0 50287.45 1427.44 7.41 1434.85 131.0 13.62 2.88 1437.73 .00 3.31 3.50 .00 .00 0 .00 0 277.53 .01967 .01966 5.46 2.87 .00 0 50564.98 1432.90 7.41 1440.31 131.0 13.62 2.88 1443.19 .00 3.31 3.50 .00 .00 0 .00 0 5.00 .02000 .01966 .10 2.84 .00 0 50569.98 1433.00 7.41 1440.41 131.0 13.62 2.88 1443.29 .00 3.31 3.50 .00 .00 0 .00 0 331.88 .02230 .01966 6.53 2.69 .00 0 50901.86 1440.40 6.53 1446.93 131.0 13.62 2.88 1449.81 .00 3.31 3.50 .00 .00 0 .00 0 5.00 .02000 .01966 .10 2.84 .00 0 50906.86 1440.50 6.53 1447.03 131.0 13.62 2.88 1449.91 .00 3.31 3.50 .00 .00 0 .00 0 319.14 .01943 .01966 6.28 2.89 .00 0 51226.00 1446.70 6.61 1453.31 131.0 13.62 2.88 1456.19 .00 3.31 3.50 .00 .00 0 .00 0 5.00 .02002 .01966 .10 2.84 .00 0 51231.00 1446.80 7.01 1453.81 131.0 13.62 2.88 1456.69 .00 3.31 3.50 .00 .00 0 .00 0 228.35 .02601 .01966 4.49 2.52 .00 0 51459.35 1452.74 5.56 1458.30 131.0 13.62 2.88 1461.18 .00 3.31 3.50 .00 .00 0 .00 OJUNCT STR .02502 .01702 .03 .00 0 51461.35 1452.79 6.63 1459.42 112.0 11.64 2.11 1461.53 .00 3.19 3.50 .00 .00 0 .00 0 114.35 .02545 .01437 1.64 2.26 .00 0 51575.70 1455.70 5.36 1461.06 112.0 11.64 2.11 1463.17 .00 3.19 3.50 .00 .00 0 .00 0 5.00 .02002 .01437 .07 2.47 .00 0 51580.70 1455.80 5.33 1461.13 112.0 11.64 2.11 1463.24 .00 3.19 3.50 .00 .00 0 .00 0 346.42 .01311 .01437 4.98 3.04 .00 1 PAGE 3 WATER SURFACE PROFILE LISTING FONTANA STORM DRAIN JOB NO. 15945.00 /SIERRA AVENUE HYDRAULIC ANALYSIS SIERRA7.DAT 0 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 L /ELEM SO SF AVE HF NORM DEPTH ZR w► xwxsw►► w►►► x► w►►► ww►►►►►► wrxw►►► w► w► tt►►►► ww►►► w►►►► ww►►► xxxxw►►► xxw►►►►► xxwxw►► w►► xx►►►►►► w► wxw► t ► ► ► ► ►xx ► ► ►ww ► ►xxw ►►w ► ► ► ► ► ►► ► ► ►► 0 51927.12 1460.34 5.77 1466.11 112.0 11.64 2.11 1468.22 .00 3.19 3.50 .00 .00 0 .00 0 5.50 .02546 .01437 .08 2.26 .00 0 51932.62 1460.48 6.13 1466.61 112.0 11.64 2.11 1468.72 .00 3.19 3.50 .00 .00 0 .00 0 240.33 .02235 .01437 3.45 2.37 .00 0 52172.95 1465.85 4.21 1470.07 112.0 11.64 2.11 1472.17 .00 3.19 3.50 .00 .00 0 .00 Page 4 .. Y Page 5 SIERRA7.OUT 0HYDRAULIC JUMP .00 0 52172.95 1465.85 2.33 1468.18 112.0 16.48 4.22 1472.40 .00 3.19 3.50 .00 .00 0 .00 0 97.92 .02235 .02398 2.35 2.37 .00 0 52270.87 1468.04 2.30 1470.34 112.0 16.72 4.35 1474.68 .00 3.19 3.50 .00 .00 0 .00 0 -.00 .02235 .02441 .00 2.37 .00 0 52270.87 1468.04 2.30 1470.34 112.0 16.72 4.35 1474.68 .00 3.19 3.50 .00 .00 0 .00 0 4.67 .02142 .02448 .11 2.41 .00 0 52275.54 1468.14 2.29 1470.43 112.0 16.76 4.37 1474.80 .00 3.19 3.50 .00 .00 0 .00 0 39.25 .02470 .02451 .96 2.29 .00 0 52314.79 1469.11 2.30 1471.40 112.0 16.75 4.36 1475.76 .00 3.19 3.50 .00 .00 0 .00 0 189.34 .02470 .02313 4.38 2.29 .00 0 52504.12 1473.79 2.39 1476.18 112.0 15.97 3.96 1480.14 .00 3.19 3.50 .00 .00 0 .00 0 61.83 .02470 .02061 1.27 2.29 .00 0 52565.95 1475.31 2.50 1477.81 112.0 15.22 3.60 1481.42 .00 3.19 3.50 .00 .00 0 .00 0 33.66 .02470 .01842 .62 2.29 .00 0 52599.61 1476.14 2.62 1478.76 112.0 14.51 3.27 1482.04 .00 3.19 3.50 .00 .00 0 .00 0 20.88 .02470 .01654 .35 2.29 .00 1 PAGE 4 WATER SURFACE PROFILE LISTING FONTANA STORM DRAIN JOB NO. 15945.00 /SIERRA AVENUE HYDRAULIC ANALYSIS SIERRA7.DAT 0 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVHPR ELEV OF FLOW ELEV BEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 L /ELEM SO SF AVE EF NORM DEPTH ZR +++ rr:++ rrr++ ttrrr+ rrr++ trtr+ ttrrrrrtrttrr+ rtrrrtrrr+ rtr+ rrtrrrrrrrtrrtrrrrr+ rrrrrrrr+ rrrrtrrrrrrrrr + +trrr + +rrr + + +rrr + + + +rrrr+ +trrr 0 52620.48 1476.66 2.74 1479.40 112.0 13.84 2.98 1482.38 .00 3.19 3.50 .00 .00 0 .00 0 -.00 .02470 .01567 .00 2.29 .00 0 52620.48 1476.66 2.74 1479.40 112.0 13.84 2.98 1482.38 .00 3.19 3.50 .00 .00 0 .00 0 4.67 .02571 .01541 .07 2.26 .00 0 52625.15 1476.78 2.79 1479.57 112.0 13.62 2.88 1482.45 .00 3.19 3.50 .00 .00 0 .00 0 .00 .02571 .01515 .00 2.26 .00 0 52625.15 1476.78 2.79 1479.57 112.0 13.62 2.88 1482.45 .00 3.19 3.50 .00 .00 0 .00 0 11.80 .01864 .01490 .18 2.54 .00 0 52636.95 1477.00 2.84 1479.84 112.0 13.40 2.79 1482.63 .00 3.19 3.50 .00 .00 0 .00 0 20.91 .01864 .01402 .29 2.54 .00 0 52657.86 1477.39 3.00 1480.39 112.0 12.77 2.54 1482.92 .00 3.19 3.50 .00 .00 0 .00 0 6.99 .01864 .01297 .09 2.54 .00 0 52664.85 1477.52 3.19 1480.71 112.0 12.18 2.30 1483.01 .00 3.19 3.50 .00 .00 0 .00 1 Page 5 CATCH BASIN DESIGN CALCULATIONS F 9 Qsa = SURFACE RUNOFF (CFS) Qi = INTERCEPTED FLOW (CFS) Qb = BYPASSED FLOW (CFS) A = AREA TRIBUTARY TO THE CATCH BASIN (ACRES) S = SLOPE OF STREET ( %) D = GUTTER FLOW DEPTH (FT) W = CATCH BASIN WIDTH (FT) CB #3 - STA. 526 +22.82: Qsa = 20.3 cfs Qi =16.5 cfs Qb= 3.8cfs A =8.1 ac S =2.35% D =.47ft W =28ft CB #4 - STA. 519 +29.62: Qsa = 24.2 cfs Qsa +Qb (from CB #3) = 24.2 +3.8 =28 cfs Qi =20 cfs Qb =8cfs A =10 ac S =2.0% D =.54ft W =28ft F 9 s f E E t 1 r e 5 5"v :7-.b 2.:.t� . SM 100 60 \\ 8.0 7.0 \� 6.0 4.0 MPLE (See Dashed Line) Given = 0. 51 cfs ,.. S-10.0% Find D- 0.50ft. A- 4.11`0 1 R/W ri 50' — ao' D Page G -18 A(fe) 0(ftJ 15. 0.64 3 1.7 . "0� 11.5 0.75 9.6 :-0.70 &G -1-0.67 . +rr^7 1 0.35 Q(Cfs) 2.0 LO 0.10 0.10 =03017 0.5 1.26 - 0.20 0.17 0.17 NOTE = THE 0 DETERMINED FROM THIS CHART 0.059 0.10 IS FOR ONE HALF OF STREET. LOS ANGELES COUNTY ROAD DEPARTMENT STREET FLOW REFERENCE SHEET MAJOR HWY. -Chart 2 of D -05 Q(af>s) t E e E E t 6 G R E e Page G -18 SI - 519 -t- '29.6 2. SM i EXAMPLE (See Oashsd Lins) S+ 10.0% Find D ■0.50ft. A -4.1 W 1 R/W 50' 40 T _ c d ✓ t.6T ��' 0_ Q07 IS FOR ONE HALF OF STREET. LOS ANGELES COUNTY ROAD DEPARTMENT STREET FLOW REFERENCE SHEET MAJOR HWY. -Chart 2 of 5 0 -05 r ,~ CD 1 1 •- I .I x10 .� N n Flo II i°- N . N NI- p : o m tN o X w IN " O 11 1 ti O .7 N l u (j "I C:V U V, O l7 O VI C7 t) G �n C) - .1 Vt P.i U —1 • 1.) 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