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HomeMy WebLinkAboutPE 2.83.52; ALICANTE VIEW CONDOMINIUMS; DRAINAGE CALCULATIONS; 1986-01-22ol Z-OZIRROAl rC = 1'1~We 0/- 1-017Cel7l,--all,017 Z z Z &17.qlh ol wale.--vhed 911,0'ere,7Ce 417 &IeV,21'1,017 a1017g slooe 11he (See Wq,,pe17d1)r Y-B) 7c 240 3-- 19d 9100 '9 8400 120 Zo .'e, 6,0,0 S_ sop —910 4010 4— — 7/7 /--90 3-10 2- 30 lalo 4~~o 1?0 /8 —116 Ord —12 —310 —9 12,00 — B NOTE: —2,0 ADD TEN MINUTES 1.0 COMPUTED CON- —9100 — 7 TIME, OF CENTRATION —800 —16 — 7do —5,910 —300 )41 200 Te SAN DIEGO. COUNTY NOMOGRAPH FOR DETERMINATION DEPARTMENT OF SPECIAL DISTRICT SERVICES OF TIME OF qQNCENTRATION (Tc) FOR NATURAL WATERSHEDS DESIGN MANUAL APPROVED DATE APPENDIX X--A PT F7 ;.;.- t- 'rz( '-NEW Obi oo, 71 .A 4 O;p ftxyl r7 4 77 41r 4e 4_4 I '. elv i W~,~ =I I o-w- D~k woo--- *lot W 41w, V I 39to I y )CA-P FL-COC) WA ZXe-D M Fo k M* ArTl 6AJ I I 5a-n y-C c C V e t 0 1 ......... ........ . ......... ..... .... .... ......... ........ ........ ......... t ......... ..... .. .... .. ..... .......... F o— 00041F Ln OD l~IllllllIilll-llItl*llll . ......... . .... . .... .. . ....... ......... ........ -111*111 . ...... 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N.-/OOP .... .. ....... : ......... ......... ..... ....... ...... ........ ......... ......... ....... ........ ......... ....... ... ..... ........ ......... ......... ......... ......... ......... ......... .......... ........ ...... H 2 ....... ......... ........ ...... .. ......... ...... .... .... ... . ...... ......... ......... ...... ..... . ......... .......... . ..... ...... . .. ..... ......... ...... ....... ......... t La -4 Ln 10 T W-Iwll 4 COST4 It lb 64 . :0 ji. -z Oz, q.r\s Ar SAO- rr al 106 e0l Jr., PA I el C) of 1?4 4K- U79 y 4 10/~ P, .A Ile t, -~ --1 - El 72 sp 'R E,/ e~, IRIV~ PIPE RF6C~-) 10 Project : 5419 Daie: 1/29/1986 Tirre: 15:35:37 INRJT DATA LISTING CD L2 f*X Q AR) Q L049M FL 1 FL 2 CIVIV D W S KJ KE W LC Ll L3 L4 Al A3 M J N 8 1 16.70 2 2,521.0 521.0 216.00. 12.90 14.30 20.00 84. 0. 3 .05 .00 .00 1 3 0 0 0. 90. 0. 4.00 .011 2 3 506.0 506.0 lZ7.00 14.3.0 15.06 21.00 84. 0. 3. .05 .00 .00 0 4 0 0 0. 90. 0. 4.00 .011 2 4 494.0 494.0 58.80 15.06 15.42 21.50 84. 0. 3 .05 .00 .00 0 5 0 0 0. 0. 0. 7.00 .011 2 5 494.0 494.0 180.00 15.42 17.00, 24.00 84. 0. 3 .05 .00 .00 0 7 0 0 22. 0. 0. 7.00 .014 2 6 494.0 494.0 63.00 17.00 17.65 21.50 .84. 0. 3 .05 .00 .00 0 8 0 0 20. 90. 0. 4.00 .011 7 490.0 490.0 47.40 17.65 18.03 24.00 84. 0. .3 .05 .00 .00 0 9 0 0 0. 0. 0. 4.00 .011 2 8 490.0 490.0 187.00 18.03 24.75 30.00 84. 0. 3 .05 .00 .00 0 10 0 0 -0. 0. .0. 4.00 .011 2 9 490.0 490.0 100.00 24.75 26.00 33.00 72. 0. 3 .05 .00 .00 0 11 0 0 0. 0. 0. 1.00 .011 2 10 490.0 490.0 150.00 26.00 28.00 34.00 -72. 0. 1 .05 .50 .00 0 01 0 0 0. 0. 0. .00 .012 I C/ Ll Project : 5419 Daie: 1/29/1986 T Ime: 15:35:37 SM CRAIN NKYS IS RESLILTS Lire Q D W Dn Dc Flow Sf-full V 1 V 2 FL 1 FL 2 FG 1 FO 2 D 1 D 2 1W 1w No (cfs) (in) (in) (ft) (ft) Type (ft/ft) (fps) (fps) (ft) (ft) Calc Calc (ft) (ft) Calc CK 1 Fydrau I Ic gade I I re corTtro 1 16.70 2 521.0~ 84 0 4.99 5.94 Part' OD476 17.0 16.1 12.90 14.30 18- '009 19 /46 .5.19 5.50 .00 .00 .3 506.0 84 0 5.04 5.87 Part OD449 17.8 17.8 14.30 15.06 19.15 19.,01 4.85 4.85 .00 .00 FUU 4 494.0 84 0 4.89 .5.80 Part .0042B 19.1 19.3 15.06 15.42 11 9,5~ )9'~6 4.47 4.41 .00, FUC .00. FUD 5 494.0 84 0 5.14 5.80 Part .00693 19.4 19.4 15.42 17.00 1913 2U-41 4.41 4.41 .00 .00 FIJU 6 494.0 84 - 0 4.09 5.80 Ptrt .0042B 24.1 24.1 17.00 11.65 ;~.;68 21,.,3'3 3.68 3.68 .00 .00 FIX 7 490.0 84 0 4.42 5.78 Part .00421 26.6 26.6 17.65 18.03 2,1,.r(BI 2%/41 3.3B 3.3B ..00 .00 FiJU 8 490.0 84 0 2.82 5.78 Part .00421 77.4 21.5 18.03 24.75 2 ".5 3.31 4.00 .00 FU .00 9.490.0 72 0 4.36 5.64 Part .0095B 20.4 19.6 24.75 25.00 29.51 30.9!~ 4.76 4.95 .00 .00 10 49010 72 0 4.56 5.64 Part .01141 19.6 17.8 26.00 28.00 30 ,095 33;64 4.95 5.64- 41.00 34.00 LIST CF A33FEV IATICNS FL 1, D 1 and I-G 1 refer -to downstream end FL 2, D 2 and IG 2 refer to upstream end x - Distance In feet frcm downstream end to point where FG Intersects soff It in seal condition X(N) - Distance in feet frcm downstream end to point wher e wffter surface reaches normal dapth by either drawdown cr backu X(J) - Distance in feet fran downstream end -to point,where hydraulic jump cocurs in line F(J) The omputed fa-ce at. the hydrau I I c Jump D(BJ) Depth of water befcre the hydraul Ic Jump (upstream side) D(N) - Depth of waier af ter the hydrau I Ic jump (downstream side) SEAL Indicaies' fIcw 'changes frcm part to full cr from full to part W Indicates that f Icw changes fran supercritical to subcritical iftcxQh a hydraul Ic JuRp 14JU Indicates that,hydraulic jump'oocurs at the junction at the upstream end of the line FUD Indicaies that hydraulic jump occurs at the junct ion at the downstream end af the I I ne Ilk, 5~46 Project: 5419 Daie: 1/'30/1986 Thre: 8:43: 8 INPUT DATA LISTING CD L2 f*X Q AR) *Q LROH FL 1 FL 2 Cn-/W D W S KJ KE W - LC L 1 L3 L4 Al A3 M J N 8 1 16.70 2 2 521.0 521.0 216.00 12.90 14.30 20.00 78. 0. 3 .05 .00 .00 1 3 0 0 0. 90. 0. 4.00 .011 2 3 506.0 506.0 10.00 14.30 15.06 21.00 78. 0. 3 .05 .00 .00 0 4 0 0 0. 90. 0. 4.00 .011 2 4 494.0 494.0 58.80 15.06 15.42 21.50 78. 0. 3 .05 .00 .00 0 5 0 0 0. 0. 0. 7.00 .011 2 5 494.0 -494.0 180.00 15.42 17.00 24.00 78. 0. 3 .05 .00 .00 0 7 0 0 22. 0. 0. 7.00 .014 2 6 494.0 494.0 63.00 17.00 17.65 21.50 78. 0. 3 .05 .00 .00 0 8 0 -.0 20. 90. 0. 4.00 .011 2 7 490.0 490.0' 47.40 17.tT) 18.03 24.00 78. 0. 3 .05 .00 00 0 9 0 0 00 0. 0. 4.00 .011 2 8 490.0 490.0 187.00 18.03 24.75 30.00 78. 0. 3 .05 .00 .00 0 10 0 0 0. 0. 0. 4.00 .011 ~2 9 490.0 490.0 100.00 24.75 26.00 33.00 72. 0. 3 .05 .00 .00 0 11 0 0 0. 0. 0. 1.00 .011 2 110 490.0 490.0 150.00 26.00 2B.00 34.00 72. 0. 1 .05 .50 .00 0 0 0 0. 0. 0. 0. .00 .012 76 " SPIR6L Rif3 P)PE-, 'Z 7HRU 8 Splp,/,~,L_ 'RO PIPE, RF-iSCH 9,10 7 F 12- Project 5419 Date: 1/30/1986 Time: 8:43: 8 S7" ERAINAALYSI.S REUTS U Line Q D W Dn Dc Flow Sf-fu I I V 1 V 2 'FL 1 FL 2 FG -1 FG 2 D .1 D 2 1W 1w No (cfs) (in) I n) (ft) (ft) Type (ft/ft) (f PS (fps) (ft) (ft) Calc Calc (ft) (ft) Calc CK 1 F~draul Ic g-ade I Ire oordrol 16.70 2 521.0 78 0 6.50 5.90 Part .00707 16.5 15.9 12.90 14.30 18.80 20.57 5.90 6.Z7 .00 00 HJJ 3 506.0 78 0 6.50 5.85 Ful 1 .00667 15.2 15.2 14.30 15006 21,456 6.80 6.89 .00 .00 4 494.0 78 0 6.50 5.79 Ful 1 .00636 14.9 14.9 15.06 15.42 22.32 22.30 7.26 7.2B .00 .00 5 494.0 78 0 6.50 5.79 Ful 1 .01029 14.9 14.9 15.42 17.00 M,§3 24.78 7.51 7.78 .00 .00 6 494.0 78 0 4.34 5.79 Ful 1 .00636 14.9 14.9 17.00 17.65 25,01 25,/A 8.01 7.76 .00 .00 7 490.0 78 0 4.75 5.78 Part .00625 32.5 33.8 i7.65 18.03 20.66. 29496 3.01 2.93 '00. .00 HJD 8 490.0 78 0 2.93 5.78 Part .00625 33.8 21.1 18.03 24.75 20.96 29.04 2093 4.29 .00 .00 9 490.0 72 0 4.36 5.64 Part .0095B '20.4 19.6 24.75 26.00 29.51 30.95 A.76 4.95 .00 .00 10- 490.0 72 0 4.56 5.64 Part .01141: 19.6 17.8 26.00 .2B.00 30.95 33.64^ 4.95 5.64 41.00 34.00 13 a - 180 - 166 156 14-1 132 120 10B END X U 60 54 Cr W 48 LL 47 C) (r I,j 1- 27 24 21 5 2 11- 67 10,000 L 6,000 EXAMPLE 6,000 D:420inthes (3.5 feet) 0 1 2 ct --.6. 5,000 4.000 Hw" Hw 5. 6. 5. 3,000 —0 feet 2.5 8.8 5. 4. 2.000 2.1 7.4 (3) 2.2 7.7 4- 3. D in feel 000 goo 0 400 X 300 1.5 J.'.5 200 1.5 z uj U.) 0 0: <f 100 - 80 z T 60 n. w 1.0 1.0 0 50 Ff IN ENTRANCE 40 SCALE 0 fr !.0 TYPE 30 (1) Squo,e sloe .11h , It .9 .9 ho.d.011 It 20 (2) Grno.o and ~ilh h.nd-11 (;ro.ve en~ L.J T A 6 (31 P.0jecting — - 7 .7 . .7 1 - To so senim j?) o, (3) p,oject horlionlolly to %cola (1), than ":.'d 0 Ight Inclined It A a through ". to n Ole A. Illust'ats:, .5 .5 HEADWATER DEPTH FOR CONCRETE PIPE CULVEPTS WITH INLET CONTROL 10 4 3 2 1.0 jnLIC ROADS JAN 19A%'