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HomeMy WebLinkAboutCT 83-19; CALAVERA HILLS VILLAGE T; SANITARY SEWER SYSTEM HYDRAULIC ANALYSIS; 1990-03-01cigi7 Hunsaker & Associates San Diego, Inc. Planning jngiteering Surveying CARLSBAD TRACT 83-19 CALAVER.A HILLS VILLAGE "T" CT. .83-19 DRAWING 304-7 W.0.# 346-39 SANITARY SEWER SYSTEM HYDRAULIC ANALYSIS rn rn No.42128 _=0 .CNrt or GR444&1 10179 Huenneken. St., Suite 200 • San Diego, CA 92121 (619) 558-4500 Offices. San Diego Irvine • Riverside/San Bernardino David Hciinrnar -jack Hill • David Davis CARLSBAD TRACT 83-19 CALAVERA HILLS VILLAGE "T" SEWER CALCULATIONS DESIGN DATA USED: Demand = 246 gal/d.u. for ave. day (0.0004CFS) Peak flow = varies upon population - use City of San Diego, Water Utilities Dept., design chart C) Max. depth of flow = 1/2 diameter Min. velocity = 2 FPS 'N 1naniings roughness coeff. for PVC (N = 0.012) Land use = 3.5 pop/d.u. 50 students per equivalent dwelling unit 600 students x E.D.U. = 2 E.D.U. 50 students I) All pipe is 8" PVC except the 10" PVC at line C-8 and H-i. BM:ky 346-39 wp:346.27a - PK. Q DEPTH VELOCITY LINE I.D. REACH SLOPE D.U. FACTOR. CPS (FT) (FPS) I A-1 55-54 1.25 12 4.0 0.03 0.07 1.67 A-2 54-53 0.4 22 4.0 0.04 0.10 1.22 I A-3 51-52 1.39 30 4.0 0.05 0.08 2.02 A-4 52-53 4.29 36 4.0 0.06 0.07 3.17 A-5 53-40 0.51 45 4.0 0.07 0.12 1.57 A-6 40-41 9.41 45 4.0 0.07 0.13 1.46 A-7 41-61 0.91 47 4.0 0.08 0.11 2.01 61-63 3.74 54 4.0 0.09 0.09 3.41 I A-8 A-9 62-63 4.39 63 4.0 0.100 0.10 3.01 A-1 63.64 .73 73 4.0 0.1 0.10 3.16 A-il 64-65k.,... 9.7 73 4.0 0.1 0.14 1.95 A-12 65-66 4.04 73 40 0.1 0.09 3.62 38-37 .75 73 4.0 0.1 0.10 3.16 I A-13 B-1 50-49 8.99 78 4.0 0.1 0.07 4.79 B-2 49-57 5.14 82 4.0 0.1 0.08 3.94 B-3 56-57 .9? 85 4.0 0.1 0.10 3.23 B-4 57-58 3.84 94 4.0 0.2 0.13 4.37 58-59 2.04 105 4.0 0.2 0.15 3.49 I B-5 B-6 60-59 1.58 115 4.0 0.2 0.16 3.19 I B-7 59-46 0.6 119 4.0 0.2 0.21 2.12 B-8 48-47 1.83 127 4.0 0.20 0.15 3.36 B-9 47-46 2.8 139 4.0 0.2 0.14 3.92 B-1 46-45 0.5 148 4.0 0.2 0.21 2.12 B-11 45-44 155 0.4 4.0 0.2 0.22 1.95 B-12 42-43 0.6 162 4.0 0.3 0.25 2.53 PR. Q DEPTH VELOCITY LINE I.D.. REACH LOPE D.U. FACTOR CPS (FT) (FPS) I B-13 44-43 0.4 166 4.0 0.3 0.28 2.18 I C-1 67-68 4.28 180 4.0 0.3 0.20 4.09 I C-2 68-6 1.45 180 4.0 0.3 0.20 3.48 C-3 69-39 180. 4.0 0.3 0.09 9.86 C-4 39-43 8.14 181 . 4.0 0.3 0.13 6.42 C-5 42-37 0.6 181 4.0 0.3 0.25 2.53 C-6 37-36 1.0 181 4.0 0.3 0.22 3.04 36-35 1.0 181 4.0 0.3 0.22 3.04 I C-7 C-8 0.5 299 4.0 . 0.62 .34 2.82 I .. . Line C-8 is the Worst case (flattest slope) on the line to the pump station; it meet# the design criteria so the whole line does. Includes 0.1 CPS from Junior nigh School. I I . I., . 1 I . I .. I: .. . . PK. Q DEPTH VELOCITY LINE I.D. REACH SLOPE D.U. FACTOR CFO (FT) (FPS) • F- FROM VILLAGE D-1 Q-33 4.60 66 4.0 .10 .09 3.8 D-2 33-5 .89 66 4.0 .10 .09 4.4 D-3 5-6 1.30 78 4.0 .12 .11 3.6 D-4 14-13 2.50 10 4.0' 0.02 0.05 1.88 D-5 12-13 .00 9 4.0 0.02 0.05 1.75 D-6 13-6 2.50 19 4.0 0.03 0.06 2.13 P-7 6-7 1.00 97 4.0 .15 0.16 2.5 D-8 7-8 1.50 102 4.0 .16 .15 2.9 D-9 8-9 4.75 105 4.0 .16 .11 4.4 D-10 9-10 3.9 109 4.0 .17 .12 4.2 D-11 18-10 3.5 6 4.0 0.01 0.03 1.72 I D-12 10-11 1.75 118 4.0 .18 .15 3.2 1 D-13 11-34 1.00 118 4.0 .18 .18 2.6 D-14 34-35 0.7 118 4.0 .18 .19 2.3 E-1 22-3 5.4 13 4.0 0;02 0.04 2.46 E-2 4-3 9.5 3 4.0 0.005 0.02 1.97 I E-3 3-2 7.3 18 0.03 3.09 4.0 0.04 I E-4 28-2' 1.75 6 4.0 0.01 0.04 1.35 E-5 2-1 3.5 31 4.0 0.05 0.07 2.80 E-6 1-30 2.3 43 4.0 0.07 0.09 2.67 E-7 30-31 1.?5 43 4.0 0.07 .1 2.16 I E-8 31-24 43 4.0 0.07 0.5t .12 1.56 I G1 15-16 2.0 5 4.0 0.08 0.09 2.64 G-2 16-17 2.0 18 4.0 0.03 0.06 1.97 G-3 17-32 1.09 18 4.0 0.03 0.07 1.55 27-71 4.? 22 4,0 0.04 0.06 2.79 I G-5 71-26 5.2 29 4.0 0.05 0.06 3.21 I 4 - PK. Q DEPTH VELOCITY LINE I.P. REACH SLOPE D.U. FACTOR CFO (PT) (FPS) 19-20 5,5 4 4.0 0.006 0.02 1.71 20-21 1.3 11 4.0 0.02 0.05 1.50 21-75 41.09 11 4.0 0.02 .02 4.97 75-26 1.0 11 4.0 0.02 .06 1.37 26-25 4.4 14 4.0 0.02 0.04 2.30 29-25 4.25 5 4.0 0.008 .03 1.71 25-70 1.3 18 4.0 0.03 0.07 1.70 70-24 1.3 30 4.0 0.05 0.08 1.98 1.0 73 4.0 0.12 .14 2.34 5.0 73 + 299 4.0 0.67 .20 6.7 6 1' 5- . ;:' .• .. . WI/46E pT" • .1: . . I DENSIT'UIEIENTS .. .. I iipimuui )ta'cinu • Lot Area Pop1 Iensfty : •.: :PPpu1a10n, Zone (Sq Ft.) D.U.(I) U /tIi Ac.) (Pop /Net Ac.) I A-i-i 43,560 3.5 1 - 3.5 211,800 . 3.5 0.2 . .. • 0.1 A-1-10 . . 435,600 . 35 . 0.1 .. . 0.4 I R-1-5 - .- 5,000 3.5 9 . . ••. 31.5 R-i-10 10,000 3.5 • 4 14.0 -. R-1-20 20,000 . 3.5 2 • .. 1.0 I R-1-40 . 40,000 . . 3.5 1 3.5 R-.2 6,000 3.2 14 448 R-21 .. 6,000 3.0 29 87.0 7,000 2.6 . • . 43 111.8 R3L 1;000 2.2 13 . 160.6 R-4 ..- . 1,000 1.8 109 - 156.2 I R-4C . 10000 15 218 321.0 • Schcols/Public• . • 3.5 8.9 31.2 0ices . . . . .35 . .10.9 .•• 38.2 Cozeria1/Eot1s . .• 3.5 12.5 I Idu:ia1 3.5 11.9 62.5 Eospital 3.5 . . 42.9 150.0 Net Acre 0.8 X Grss Acre Peak Flow (Average Iio) X (Peaking Factor) Peaking Factor 6.2945 (Pop.)01342 .. I ,-p/Density Z/E7 4,V- 31, i KG/j& .. .:FF = .2945'3Ia) x I . . 7x= E4/ :r PQ I . . li2.xsaô I . 1 . HANNINGS EQUATION LiNt 4/ Cira Rec/Trap/Tria I . 1 2 MAN> 1 A.LL# io I . Units (0-ft, 1=m)0> Area (sq ft) Depth (ft) <.07> <--- Velocity (ft/s.) I Discharge (cfs) = <.03> Froude Number = Manriings n = <.012> Critical Depth (ft) = I Slope(decirnal) = <.012> Normal Depth (ft) = Diameter (in). = <8> Hydraulic Radius (ft.)= I 1 to send to LP <CR> to continue ? I .. Depth to Centroid(ft.) Top Width (ft) Specific Force 0. 02 1. 67 1.39 0.08. 0.07 0.04 0. 03 0 . 40 0.00 i J Setup 2 Exit 3 C Print. 4 P Print 5 Log '6 Transmit 7 Receive MANNING'S EQUATION LINE *1 Circ Rec/Trap/Tria A. H # 4 -rb 4// .1/ .1 2 MAN> 1 Unit.s(0=ft, <0> Area (sq ft) I Depth (ft.) = <.1> <--- Velocity (ft/s) I Discharge (cfs) = <.04> Froude Number Mannings n = <.012> Critical Depth (ft) = I Slope(decimal) = <.004> . Normal Depth (ft) Diameter (in) = <8> Hydraulic Radius (ft)=. — ' N I Depth to Centroid(ft) 1 1 to send to LP <CR> to continue ? Top Width (ft) Specific Force = 1 1 Setup 2 Exit I 'I I . 0. 03 1.22 0.82 0.09 0. 10 0.06 0.04 0.48 0.00 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive -7 MANNINGS EQUATION LIME ,9 Circ Rec/Trap/Tria 12 MAN> 1 I . A 14 41t I Units(0=ft, 1:=m)= <0> Area (sq ft) = 0.02 Depth (ft) = <.08> <--- Velocity (ft/s) 2.02 I Discharge (cfs) = <.05> Froude Number = 1.50 Mannings n <. 012> Critical Depth (ft) 0.10 I Slope(decimal) = <.0139> Normal Depth (ft) 0.08 I Diameter (in) <8> Hydraulic Radius (ft) 0. 05 Depth to Centroid(ft) 0.03 1 to send to LP <CR> to continue ? Top Width (ft) = 0.44 I Specific Force 0.00 I I Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNINGS EQUATION4/4' '1 Circ Rec/Trap/Tria I Aif# q 0 A 1 2 MAN> 1 Units (oft, rnt <0> Area (sq ft) . 0.02 I Depfh <.07> (ft) <-.-- Velocity (ft/s) = 3.17 I Discharge (efs) = <.06> Froude Number = 2.59 Manriing.s n = <.012> Critical Depth (ft) = 0.11 I Siope(decimal), <.0429> . Normal Depth (ft) = i0.07. Diameter (in) = . <8> Hydraulic Radius (ft)z 0.04 I to 0.03 Depth Centroid(ft)= I i to send to LP <CR> to continue ? Top Width (ft) 0.40 Specific Force = 0.01 I 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive. I . I.... MANNING'S EQUATION d-c Cir 3/T/T. 1 2 MAN 1 Alp. C~r:~ Tz> I A k Units (0--'f t., ini)- <0> Area (q fL) I Depth (ft) = <. 12> <--- Velocity (±t/) = I Discharge (cfs) = <.07> Froude Number Mannixtgs n <.012> Critical Depth (±'t) = Slope (decimal) = <.0051> Normal. Depth (ft) = Diameter (in) = <8> Hydraulic Radius '(f -t)= I Depth to Centroid(fL)= 1 to send to LP : <CR> to continue ? Top Width (ft) = Specific Force, I I MANNING5 EQUATION Li'If 14 Circ Rec/Trap/Tria 1 2 MAN> A h I Units(U=tt, lrn) <U> Area (sqft) = Depth (ft) . <. 1> <--- Velocity (ft/s) I Discharge (cfs) = <.07> Froude Number = I Manning's n = <.012> Critical Depth (ft) = Slope (decimal) = <.0Q41>. Normal Depth (ft) I - Diameter (in) = <8> Hydraulic Radius (ft.)= Depth to Centroid(ft)= 1 to send to LP : <CR> to continue ? Top Width (ft) = - S Specific Force I S I 1 setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive 1 t1ANNINClb EQUATION L/V47(1LchLL T V ~A 4-1 i 1 2 NAN:> 1 [Jnits(0ft, l=m)= <0> Area (sq ft) = 0.04 Depth (ft) <.11> <--- Velocity (ft/s') = 2.01 Discharge (cfs) = <.08:> Froude Number = 1.26 Hann1ngs li <.012> Critical Depth (ft) 0.13 Slope(decimal) <.0091> Normal Depth (ft) 0.11 Diameter (in) z <8> Hydraulic Radius (ft)= 0.07 Depth to Centroid(ft)= 0.05 1 to send to LP : <CR> to continue 7 Top Width (ft) = 0. 50 Specific Force = 0.01 1 Setup 2 Exit, 3 C Print. 4 P Print. 5 Log 6 Transmit. 7 Receive MANNINGS EQUATION L1NA9 Circ Rec/Trap/Tria 1 2 NAN> 1 A. [Jriits(0=ft, 1m)- <0> Area (sq ft) 0.03 Depth (ft) = <.09> <--- Velocity (ft/a) = 3.41 Discharge (cfs) = <.09> . Froude Number = 2.48 Manning n = <.012> Critical Depth (ft) 0.14 Slope (decimal) = <.0374> Normal Depth (ft) = .0. 09 Diameter (in) = <8> Hydraulic Radius (ft) 0.05 Depth to Centroid(ft)= 0.03 1 to send to LP <CR> to continue 7 Top Width (ft) = 0.45 Specific Force 0.01 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNINGS EQUATION L4' '4 Circ Rec/Trap/Tria 4 1 2 MAN> 1 Units(Uzft, 1cm) <0> Area (sq ft) 0.03 Depth.(ft) <.1> <--- Velocity (ft/s) 3.01 Discharge (cfs) = <.. 1> Froude Number 2.01 Marinings n <'. 012> Critical Depth (ft.) = 0. 1.4 Slope(decimal) = <.0239> S Normal Depth (ft) 0.10 Diameter (in) = <:8> Hydraulic Radius (ft) 0.06 Depth to Centroid(ft) 0.04 1 to send to LP.: <CR> to continue ? Top Width (ft) 0.48 Specific Force 0.01 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNINGS EQUATION ZJ4 /4" Circ Rec/Trap/Tria 1 2 MAN> 1 A134.i. co 4 Units (0ft, jm7 <0> Area (sq ft) = 0. 03 Depth (ft) = <.1> <--- Velocity (ft/s) = 3.16 Discharge (cfs) = <.1> Froude Number = 2.15 Marining's n = <.012> Critical Depth (ft) = 0.14 Slope(decimal) = <.0273> Normal Depth (ft) = 0. 10 Diameter (in) = <8> Hydraulic Radius (ft) 0.06 Depth to Centroid(ft) 0.04 1 to send to LP <CR> to continue ? Top Width (ft) = 0.47 Specific Force = 0.(J1 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive 1/ MANNING 'S EQUATION ZOV 144' Circ Rec/Trap/Tria 1 2 MAN> 1 A// 7 4i Units (O=ft, l=rri).= <0> Area (sq ft) = 0. 05 Depth (ft) <.14> <T Velocity (ft/s) 1.95 Discharge (cfs) = <.1> Froude Number = 1.12 Mannings ri = <.012> Critical Depth (ft) = 0.14 Slope (decimal) <:. 007> Normal Depth (ft) 0.14 Diameter (in) <8> Hydraulic Radius (ft)= 0.08 • Depth to Centroid(ft) 0.06 1 to send to LP : : <CR> to continue ? Top Width (ft) . = 0.54 Specific Force = 0.01 1 Setup 2 Exit . 3 C Print .4 P Print 5 Log 6 Transmit 7 Receive MANNINGS EQUATION L/N 4i2 Circ Rec/Trap/Tria 1 2 MAN> 1 TE Unit5(Ozft, Jm= <0> Area (sq ft) = 0.03 Depth (ft) = <,.09> <--- Velocity (ft/s) = 3.62 Discharge (cfs) <.1> Froude Number 2.59 Mannirigs n <.012> Critical Depth (ft.) = 0.14 Slope(decimal) = <.0404> Normal Depth (ft) = 0.09 Diameter (in) <8> Hydraulic Radius (ft)= 0.06 Depth to Centroid(ft) 0.04 1 to send to LP :: <CR> to continue ? Top Width (ft) 0.45 Specific Force = 0.01 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive I; MANN ING S EQtJAT ION LINO cc'5ec /Trap/Tria 2 NAN> 1 Units (0ft, 1=m)= <0> Area (sq ft) 0.03 Depth (ft) <.1> <--- Velocity (ft/s) = 3.16 Discharge (cfs) <.l> Froude Number = 2.15 Manning's n = <.012> Critical Depth (ft) = 0.14 Slope(decimal) = <.0275> Normal Depth (ft) = 0.10 Diameter (in) = <8> Hydraulic Radius (ft) 0.06 Depth to Centroid(ft)= 0.04 1 to send to LP : <CR> to continue ? Top Width (ft) 0.47 Specific Force = 0.01 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit. 7 Receive MANNING'S EQUATION Circ Rec/Trap/Tria 1 2 HAN> 1 LkYE —/ tinits(0=ft, Lzmy= <0> Area (sq ft.) = 0.02 Depth (ft) <.07> <--- Velocity (ft/s) 4.79 Discharge (cfs) = <.1> Froude Number = 3.77 Mannings ri = <.012> . Critical Depth (ft) = 0. 14 Slope (decimal) = <.0899> Normal Depth (ft) 0.07 Diameter (in) = <8> Hydraulic Radius (ft). 0.05 Depth to Centroid(ft)= 0.03 1 to send to LP <CR> to continue ? Top Width (ft) 0.42 Specific Force = 0.02 1 Setup 2 Exit 3 C Print 4 P Print. 5 Log 6 Transmit 7 Receive '3 MANNING'S EQUATION L14'E Z Circ Rec/Trap/Tiia I 1 2 11AM> 1 1 4 W. 4 i A/- ' 7 I [Jni.ts(0ft, 1=m)= <0> Area (sq ft) 0.03 Depth (ft) = <.08> <--- Velocity (ft/s) 3.94 1 Discharge (cfs) = <.1> Froude Number, 2.89 Manning 's n = <. 012> Critical Depth (ft.) = 0.14 I Slope(decimal) <.0514> Normal Depth:(ft) 0.08 I Diameter (in) <8> Hydraulic Radius (ft) 0.05 Depth to Centroid(ft)= 0.03 1 to send to LP : cCR> to continue ? Top Width (ft) = 0.44 Specific Force 0.01 I i Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit. 7 Receive MANN ING'S EQUATION i.14 3 Circ Rec/Trap/Tria I 1 A 9. 2 MAN> 1 Unit.s(0=ft, 2.zmj= <0> Area (sq ft.) = 0.03 I Depth (ft.) = <:1> <--- Velocity (ft/s) 3.23 I Discharge (cfs) = .1> Froude Number = 2.22 Manning n <.012> Critical Depth (ft) = 0.14 I Slope (decimal) = <.0292> . Normal Depth (ft) 0.10 Diameter (in) = <8> Hydraulic Radius (ft.) 0.06 I Depth to Centroid(ft)= 0.04, I i to send to LP : <CR> to continue ? Top Width (ft) = 0.47 Specific Force = 0.01 I., 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit. 7 Receive 141 I H I MANNINGS EQUATION I'VE 6# Circ Rec/Trap/Tria 1 2 HAN> 1 A.L7 r6 A/(# [Jnits(0=ft, 1m) <0> Area (sq ft) 0.05 Depth (ft) <.13> <--- Velocity (ft/s) = 4.37 Discharge (cfs) <.2> Froude Number 2.60 Manning's n <.012> Critical Depth (ft) = 0.21 Slhpe(decimal) = <.0384> Normal Depth (ft) = 0.13 Diameter (in) <8> Hydraulic Radius (ft) 0.08 Depth to Centroid(ft)z 0.05 1 to send to LP : : <CR> to continue ? Top Width (ft) 0.52 Specific Force 0.03 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNING'S EQUATION zi4' Ciro Rec/Trap/Tria W&74iLf9 1 2 MAN> 1 Units(0ft, 0> Area (sq ft) 0.06 Depth (ft) = <.15> <--- Velocity (ft/s) 3.49 Discharge (cfs) = <.2> Froude Number 1.91 Manning's n = <.012> Critical Depth (ft) = 0.21 Slope (decimal) = <.0204> Normal Depth (ft) 0.15 Diameter (in) = <8> Hydraulic Radius (ft) 0.09 • Depth to Centroid(ft)= 0.06 1 to send to LP :: <CR> to continue ? Top Width (ft) = 0.55 • Specific Force = 0.03 1 Setup 2 Exit. 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive '5 MANNINGS EQUATIoN ZWE I fIitt'Q 4h#' Units ((ft, 1m) <C)> Depth (ft) = <.16> <--- Discharge (cfs) = <.2> Nanxiings n = <.012> Slope(decimal)' = <.0158> Diameter (in) <8> Cjro c/Ti:/Trt 1 2 MAN Area (sq ft) 0.06 Velocity (ft/s) 3.19 Froude Number 1.69 Critical Depth (ft) = 0.21 Normal Depth (ft) = 0.16 Hydraulic Radius (ft) 0.09 Depth to Centroid(ft) 0.06 Top Width (ft) = 0.57 Specific Force = 0.02 1 to send to LP : <CR> to continue ? 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNING'S EQUATION IJY I7 Circ Rec/Trap/Tria A 441a 1 2 MAN> 1 [Jnits(0=ft, ;Int <0> Area (sq f) 0.09 Depth (ft) = <.21.> <--- Velocity (ft/s) 2.12 Discharge (cfs) = <.2> Froude Number 0.96 Manning's n = <.012> Critical Depth (ft) = 0.21 Slope(decimal) = <.OQS> Normal Depth (ft) 0.21 Diameter (in) = <8> Hydraulic Radius (ft) 0.12 Depth to Centroid(ft)= 0.09 1 to send to LP :: <CR> continue ? Top Width (ft) = 0.62 Specific Force = 0.02 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive Vol MAI4NINGS EQUATION i../N Circ Rec/Trap/Tria 1 2 MAN> 1 4JL#47DA47 Units (O=ft, im)z <0> Area (sq ft) = 0.06 Depth (ft) <.15> <--- Velocity (ft/s) 3.36 Discharge (cfs) <.2> Froude Number 1.81 Iiannings n <.012> Critical Depth (It) = 0.21 Slope(decimal) = <.0183> . Normal Depth (It) 0.15 Diameter (in) = <8> Hydraulic Radius (ft) 0.09 Depth to Centroid(ft)= 0.06 I to send to LP : : <CR> to continue.? Top Width (ft) = 0.56 Specific Force = 0.02 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNING'S EQUATION UN Circ Rec/Trap/Tria 1 2 MAN> 1 Units (O=ft, ,imj <0> Area (sq It) 0.05 Depth (ft) = <14> <--- Velocity (ft/s) 3.92 Discharge (cfs) <.2> Froude Number 2.24 Nannings n <.02> Critical Depth (It) = 0.21 Slope (decimal) = <.0282> Normal Depth (ft) = 0. 14 Diameter (in) = <8> . Hydraulic Radius (ft) 0.08 Depth to Centroid(ft)= 0.06 1 to send to LP : : <CR> to continue ? Top Width (It) = 0.54 Specific Force = 0.03 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit. 7 Receive /7 MANNINGS EQUATION 4JN Circ Rec/Trap/Tria 1 2 MAN> 1 4.m A/i~4 Uriits(0=ft., 1.=m) <0> Area (sq ft) = 0.09 Depth (ft) <.21> Velocity (ft/s) = 2.12 Discharge (cfs) <.2> Froude Number 0.96 Manni.ngs n <.012> itical Depth (ft) = 0.21 Slope(decimal) <.005> Normal Depth (ft) = 0.21 Diameter (in) = <8> Hydraulic Radius (ft) 0. 12 Depth to Centroid(ft) 0.09 Enter -- - for unknown Top Width (ft) = 0.62 Specific Force 0.02 An unknown quantity has not been specified. 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Recei.ve MANNING -S EQUATION L1N 8/ Circ Rec/Trap/Tria 1 2 . MAN> 1 //.Z r Ai/.#4 IJnits(0ft, fri) <0> Area (sq ft) = 0.12 Depth (ft) = <.25> <--- Velocity (ft/s) 2.53 Discharge (cfs) = <.3> Froude Number = 1.04 Hannings n <.012> itical Depth (ft) = 0.25 Slope(decimal) = <.006> Normal Depth (It) 0:25 Diameter (in) = <8> Hydraulic Radius (ft)= 0.14 Depth to Centr,oid(ft)= 0.10 1 to send to LP :: <CR> to continue ? Top Width (ft) 0.64 Specific Force = 0.04 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive I 1ANN I NG' S EQUATION I (ft) 11U"it" = FEET Dep th (ft) = (.23:::. Discharge (c{s) <.22',.,:. 1flfljfl9 fl = (decimal) <.004:::. f iameter (in) I = <8> I I Crea ted Revised 05-Oct-H9 05-Oct-59 04:32 Circular cross-section Area (sIR ft) = Velocity (ft/5) = 2.01 Froude Number 0.85 Critical Depth (ft) = 0.22 Normal Depth (+t) = 0.23 Hydraulic Radius (•ft) = 0.13 Depth to Centroid(4t)= 0.10 Top Width (ft) 0.64 Specific Force =0.02 MAt1N1:NGs EQUATION L.J'Y -/3 °E/3 Rc/Trap/Tria 1 2 MAN> 1 4,td A/43 011its(0=ft, 1.=m) <0> Area (sq ft.) = 0.14 Depth (ft) <.28> <--- Velocity (ft/s) = 2.18 Discharge (cfs) <.3> Froude Number = 0.84 Mannings n <.012> itical Depth (ft.) = 0.25 Slope(decimal) = <.004> Normal Depth (ft) = 0.28 Diameter (in) = <8> Hydraulic Radius (ft) 0.15 Depth to Centroid(ft)= 0.12 1 to send to LP <CR> to continue ? Top Width (ft) 0.66 Specific Force 0.04 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNINGS EQUATION 4-1N Circ Rec/Trap/Tria 1 2 MAN> 1 Units(0ft, 1r5 <0> Area (sq ft) = 0.07 Depth (ft) = <.18> <--- Velocity (ft/s) = 4.09 Discharge (cfs) .3> Froude Number = 2.04 Mannings n <.012> itical Depth (ft) = 0.25 Slope (decimal) = <.0228> Normal Depth (ft) 0.18 Diameter (in) = <8> Hydraulic Radius (ft)= 0.10 Depth to Centroid(ft)z 0.07 1 to send to LP : <CR> to continue ? Top Width (ft) = 0.59 Specific Force = 0.04 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive 20 MANNINGS EQUATION I/N —2 Circ Rec/Trap/Tria 1 2 MAN>0 1. Units (0ft, 1=m):: 0> Area (sq ft) 0. 09 Depth (ft). <.2> <- Velocity (ft/s) = 3.48 Discharge (cfs). .3> Froude Number 1.63 Manxiings n <.012> itical Depth (ft) Slope(decimal) <.0145> Normal Depth (ft) 0.20 Diameter (in) <8> Hydraulic Radius (ft) 0.11 Depth to Centroid(ft) 0.08 1 to send to LP <CR> to continue ? Top Width (ft) 0.61 Specific Force 0.04 1 Setup 2 Exit. 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNINGS EQUATION L-1/ C3 Circ Rec/Trap/Tria 1 2 MAN> 1 Units(0ft, '1)= 0<0> Area (sq :ft) 0.03 Depth (ft) = <.u> <--- Velocity (ft/s) = 9.86 Discharge (cfs) = <.3> Froude Number 6.80 Mannings n = <.012> itical Depth (ft.) = 0.25 Slope(decimal) = <.2758> Normal Depth (ft) = 0.09 Diameter (in) <8> S Hydraulic Radius (ft)= 0.06 Depth to Centroid(ft) (J.04 1 to send to LP : <CR> to continue-? Top Width (ft) 0.47 0 Specific Force = 0. 09 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNING 'S EQUATION L./4' 4 Circ Rec/Trap/Tria 1 2 MAN> 1 4. Al* Units (0ft, 1=m)= <0> Area (sq ft) = 0.05 Depth (ft) <.13> <--- Velocity (ft/s) 6.42 Discharge (cfs) = <.3> Froude Number 3.79 Marinings n = <:.012> itical Depth (ft) = 0.25 Slope(decimal) = <.0814> Normal Depth (ft) = 0.13 Diameter (in) = 8> Hydraulic Radius (ft) 0.08 Depth to Centroid(ft) 0.05 1 to send -to. LP <CR> to continue ? Top Width (ft) 0.52 Specific Force = 0.06 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive 'S EQUATION I MANNING I [hilts (Oft., i.=rn) <0, Depth (ft) <.25> I Discharge (cfs) <.3> fl I 1v1dir1 <.012> Slope(decimal) <.006> 1 Diameter (in) = <8> U 1 1 to send to LP <CR> to continue ? Area (sq ft) 0.112 Velocity (ft/s) = 2.53 Froude Number 1.04 Critical Depth (ft) 0. 25 Normal Depth (ft) 0.25 Hydraulic Radius (ft) 0. 14 Depth to Centroid(ft)= 0.10 Top Width (ft) 0.64 Specific Force = 0.04 Circ Rec/Trap/Tria 1 2 MAN> I I-/NEC -5 I 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNING EQUAT ION L/N5c- Circ Rec/Trap/Tria MAN> 1 I Units(0=ft, 1=m)= <0> Area (sq ft) I Depth (ft) = <.22> <--- Velocity (ft./s) Discharge (cfs) = <.3> Froude Number Manriings n <.01.2> Critical Depth (ft) = I Slope (decimal) = <.01.> Normal Depth (ft) = — Diameter (in) = <8> Hydraulic Radius (ft) I Depth to Centroid(ft) 1 to send to LP <CR> to continue ? Top Width (ft) Specific Force I 0. 10 3.04 1.35 0.21 5 0.22 fl U. 12- 0. 09 0.62 0.04 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit. 7 Receive I I _ Z/4'EC-7 I Created Revised • ()5--•0ct-t9 05-Oct-H9 04:19 MANNING' S EQUATION I. Circular cross-section Units (+t) = FEET A (si ft) 0i0 'Depth (Ft) = •::22.:. <--.--..- Velocity Discharge (cfs) = Frnude Number- = 135 Marinin' s n = 012' Critical Depth (ft) = 0.25 I!Slope(decimal) = <.01> Normal Depth (+t:) 0.22 I Diameter (in) = :9: Hydraulic Radius (+t) = 0.12 Depth to Centroicl(ft)= 009 'I Top Width (ft) = 062 I Specific Force =0.04 I I I 0 I I . I 1 I. Created Revised 27-Feb-90 27-Feb-90 01:32 Circular cross-section I. I MANNING'S EQUATION Units (ft) FEET (ft) I Depth = <.34> <---- Discharge (cfs) = <.6> Manning's n = <.012:> Slope(decimal) = Diameter (in) I, I I I I I I 1 1 1 I I . Area (sq ft) = 0.21 Velocity (+t/s) = 2.82 Froude Number = 0.98 Critical Depth (ft) = 0.34 Normal Depth (ft) = 0.34 Hydraulic Radius (+t)= 0.18 Depth to Centroid(ft)= 0.14 Top Width (ft) = 0.82 Specific Force = 0.08 'I MANNING'S EQUATION I (ft) = FEET I Units Depth (ft) = (.09:> <--- 1 Discharge (cfs) = <.1> Manning's n = <.012)' I Slope(decimal) = <.046> Diameter (in) = <8> I I I I I 1 Hi 'I I . Created Revised 01-Mar-90 01-Mar-90 10:23 Circular cross-section Area (sq ft) o.03 Velocity (ft/5) = 3.79 Froude Number = 2.75 Critical Depth (ft) o.14 Normal Depth (+t) = 0.09 Hydraulic Radius (ft)= 0.05 Depth to Centroid(+t) 0.03 Top Width (ft) 0.45 Specific Force 0.01 V 26 P-2. Created Revised 01-Mar-90 01-Mar-90 09:50 MANNING' S EQUAT ION Circular cross-section Units (-ft) = FEET Depth (ft) = <.08> <--- I Discharge (cfs) = (.1> Manning's n = <.012> Slope(decimal) = <.0689> Diameter (in) = Area (scj -ft) = Velocity (ft/s) Froude Number Critical Depth (ft) = Normal Depth (ft) = Hydraulic Radius (ft)= pth to Centroid(ft)= p Width (ft) = ecific Force 0 . 02 4.36 3.33 0.14 0.08 0.05 0.03 0.43 0.01 D-3 Created Revised 01-Mar-90 01-Mar-90 09:50 MANNING'S EQUATION Circular cross-section RUnits (ft) FEET 1 Depth (ft) Discharge (cfs) K. 12> I' = <.012:> Slope(decimal) = <.0336> Lameter (in) = I. I Area (sq ft) = 0.03 Velocity (ft/5) = 3.59 Froude Number = 2.39 Critical Depth (ft) = 0.16... Normal Depth (ft) = 0.10 Hydraulic Radius (ft)= 0.06 Depth to Centroid(ft) 0.04 Top Width (ft) = 0.48 Specific Force = 0.01 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive - HANNING1 S EQUATION P Circ Rec/Trap/Tria I A H.# /4 1 2 MAN:' 1 I . Units(0=ft, 1m)<0> Area (sq ft) = Depth (it) = <.05> <--- . . Velocity (ft/s) = I Discharge (cf.$) <.02> Froude Number Manning's n = <.012> Critical Depth (ft) = I Slope(decimal) <.025> = Normal Depth (ft) = Diameter (in) = <8> Hydraulic Radius (ft= 1 Depth to Centroid(ft)= 1 to send to LP : <CR> to continue ? Top Width (ft) = Specific Force = I I 0. 01 L88 1.87 0. u 0.05 0.03 0.02 0.34 C.). 0 0 I 1 Setup 2 Exit 1 3 C Print. 4 P Print 5 Log 6 Transmit. 7 Receive 28 MANNINGS EQUATION Z-/NZ!D5 Circ Rec/Trap/Tria 1 2 MAN> I Units(0ft, 1.=:m)= <0> Area (sq ft.) = 0.01 Depth (ft) <.05> <--- Velocity (ft/5) 1.75 Discharge (cfs) = <.02> Froude Number = 1.69 Mannings n = <.012> Critical Depth (ft) = 0.06 Slope(decirrial) = <.02> Normal Depth (ft) = 0.05 Diameter (in) <8> Hydraulic Radius (ft)= 0.03 Depth to Centroid(ft)= 0.02 1 to send to LP : <CR> to continue ? Top Width (ft) 0.35 Specific Force z 0.00 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNINGS EQUATION L/S/ 06 Circ Rec/Trap/Tria 1 2 MAN> 1 4.1I. /- 4M Unit.s(0=ft, l=m)= <0> Area (sq ft) = 0.01 Depth (ft) = <.06> <--- Velocity (ft/s) = 2.13 Discharge (cfs) <.03> Froude Number, = 1.92 Manniings n = <.012> Critical Depth (ft) = 0.08 Slope(decirrial) = <.025> Normal Depth (ft) 0.06 Diameter (in) = <8> Hydraulic Radius (ft)z 0.04 Depth to Centroid(ft) 0.02 1 to send to EP <CR> to continue ? Top Width (ft) = 0.37 Specific Force 0.00 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive Area (sd ft) = Velocity (ft/s) = Froude Number = Cri tical Depth (ft) = Normal Depth (ft) = Hydraulic Radius (ft) Depth to Centroid(ft)= Top Width (ft) = Specific Force = 0.1)6 2.49 1 .34 0.18 0.15 0.09 0.06 0.56 0.02 O-7 - Created Revised 01-Mar-90 01-Mar-90 09:50 MANNING'S EQUATION Circular cross-section Units (ft) = FEET 1Depth (ft) = <.15:> Discharge (cfs) = Manning's n = <.012:> Slope(decimal) = 000 Diameter (in) I , = I I I I I. I I I. 1 3O mm I I MANNING'S EQUATION IhJjts (-ft) = FEET Depth (ft) = Lischarq,e (cfs) = <.16> n = Slope(decimal) = <.015> Diameter (in) = <8> '. I I. I I I I. I.' I I I Created Revised 01-Ma'-90 01-Mar-90 09:51 Circular cross-section Area (sq it) = o.05 Velocity (ft/s) 2.93 Ft'oude Number 1 .64 Critical Depth (ft) 0.18 Normal Depth (ft) = 0.14 Hydraulic Radius (ft)= 0.09 Depth to Centroid(ft) 0.06 Top Width (-ft) = 0.55 Specific Force = 0.02 3/ I I MANNING'S EQUATION Units (ft) = FELT Depth (ft) = <.11> I Discharge (cfs) = <.14:::. I Manning's n = Slope(decimal) = I Diameter (in) = <8> I I . I I I I 1 • I I. I i i I Created Revised 01-Mar-90 01-Mar-90 09:52 Circular cross-section Area (sq it) = 0.04 Velocity (ft/s) = 441 Froude Number 285 Critical Depth (ft) = 018 Normal Depth (ft) = 0.11 Hydraulic Radius (+t)= 0.07 Depth to Centroid(ft)= 0.04 Top Width (ft) = 0.49 Specific Force 0.02 fa 1 I MANNING'S EQUATION Units (ft) = FEET Depth (ft) =C 12> I Discharge (cis) = ::. 17> I Main9's n = U Slope(decimal) = (.039> Diameter (in) I = <8> I I I I :1 I I I Created Revised 01-Mar-90 01-Mar-90. 09:52 Circular cross-section Area (c i t) = C). 04 Velocity (ft/s) = 4.19 Froude Number 2.60 Critical Depth (ft) 0.19 Normal Depth. (ft) = 0.12 Hydraulic Radius (+t)= 0.07 Depth to Centroid(ft)= 0.05 Top Width (+t) = 0.51 Specific Force = 0.02 33 I NAN N 1 N 6' S EQUATION I 1nits ({t) = FEET Depth (it) ge (cfs) = Mann ing's n Ilope (decirnal) = fafneter (in) I I 1 1 I :1 1 1 I , I :1 I Created ivid 05-tic t -•H9 ':-( Ic t --' 04 '14 t2ircular cross-section Area (stR ft) = Velocity (ft/a) = FrOLIde Number- Critical Depth (it) = Normal Depth (+t) Hydraulic Radius (ft)= Depth to Centroid(+t)= Top W i dth (.it) Specific Force 34 I: I MANNING'S EQUATION Units (ft) = FEET Depth (ft) =C 15:: I Discharge (cfs) = i Manning's n = Slope(decimal) = <.0175> Diameter (in) I = LI I 1 1 •. I I I I I I I I I Created Revised 01-Mar-90 01 -hat' -90 09:53 Circular cross-section Area (sq ft) = 0.06 Velocity (ft/s) = 3.21 Froude Number = 1 .77 Critical Depth (ft) = 0.19 Normal Depth (+t) = 0.15 Hydraulic Radius (ft)= 0.09 Depth to Centroid(ft) 0.06 Top Width (ft) = 0.55 Specific Force = 0.02 35- D. I Created Revised 01-I1ar-90 01-t1-90 09:53 MANNING'S EQUATION Circular cross-section Units (ft) = FEET Area (sq ft) = 0.07 Depth (ft) = <.17> <--- 0 Velocity (ft/s) = 2.63 IDischarge (cs) 1E3> Froude Number 1.35 0 I Manhin9's n <.o12> 0 Critical Depth (ft) = 0.19 Slope(decimal) <.01> Normal Depth (ft) = 0.17 Diameter (in) <8> Hydraulic Radius (ft)= 0.10 0 0 0 Depth to Centroid(ft)= 0.07 0 0 Top Width (ft) = 0.58 0 0 0 0 Specific Force = 0.02 LI 0 0 0 0 0 0 1. 00 I 0 00 0 0 00 0 1 0 0 0 0 0 1 0 0 0 0 0 00 0 1 0 0 0 0• 0 I 0 0 0 0 0 0 1 0 0 0' 0.1. 0 Ho 0 0 0 36 I - MANNING'S EQUATION Units (-ft) = FEET (-ft) j Depth = <. 18> <---- Discharge (cfs) = <.15> Mannin9's n = <.012> Slope(decimal) <007) Diameter (in) I = I I 1 I I. I I .. I., .1 I I I Created Revised 01-Mar-90 01-Mar-90 09:54 Circular cross-section Area (sq ft) = 0.08 Velocity (ft/s) = 2.32 FrOude Number .1.13 Critical Depth (ft) = 0.19 Normal Depth (ft) = 0.18 Hydraulic Radius (ft) 0.11 Depth to Centroid(ft)= 0.08 Top Width (ft) = 0.59 Specific Force = 0.02 37 NANN'.[NGS EQUATION 44%' / Circ Rec/Trap/Tria 1 2 MAN > 1 ,OP. M [Jriits(0ft, 1cm):: <0> . Area (sq ft) Depth (ft) :: <.04> <--- Velocity (ft/s) 2.46 Discharge (cfs) <.02> Froude Number 2.69 Mannings n = <.012> Critical Depth (ft) = 0.06 S lope (decimal) <.054> Normal Depth (ft) = 0.04 Diameter (in) <8> Hydraulic Radius (ft) 0.03 Depth to Centroid(ft) 0.02 1 to send to LP : <CR> to continue ? Top Width (ft) 0.31 Specific Force 0.00 1 Setup 2 Exit, 3 C Print 4 P Print. 5 Log 6 Transmit 7 Receive MANNINGS EQUATION L/IE 5-2 irc Rec/Trap/Tria 1 2 MAN> 1 Units (0ft, ij) = <0> Area (sq ft.) = 0. 00 Depth (ft) <.02> <--- . Velocity .(ft/s) 1.97 Discharge (cfs) = <.005> Froude Number = 3. 19 Mannirigs n = <.012> Critical Depth (ft) = 0.03 Slope(decimal) = <.095> Normal Depth (ft.) 0.02 Diameter (in) <8> Hydraulic Radius (ft.)z 0. 01 Depth to Centroid(ft ) 0.01 1 to send to LP : <CR> to continue ? Top Width (ft.) 0.21 Specific Force = 0.00 1 Setup 2 Exit 3 C Print 4 P Print. 5 Log 6 Transmit 7 Receive I MANNING'S EQUATION 4Vt 70 I' Units(0ft, 1=m)= <0> i Depth (ft) <.04> <---- Discharge (cfs) <.03> I Manning's n <.012> I Slope(decimal) <.013> Diameter (in) = <8> I Circ Rec/Trap/Tria 1 2 NAN> Area (sq ft.) = 0.01 Velocity (ft/s) = 3.09 Froude Number = 3. 18 Critical Depth (ft) = 0.08 Normal Depth (ft) 0.04 Hydraulic Radius (ft.) 0.03 Depth to Centroid(ft) 0.02 Top Width (ft) = 0.33 Specific Force 0.00 - 1 to send to LP <CR'> to continue ? I 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive I .MANNING'S EQUATION LINE E Circ Rec/Trap/Tria / 1 2 1 MAN> I [111its(0.ft, 1m) Depth (ft) = <. 04> <---- I . Discharge (cfs) = <.01> I Nannings n = Slope -(decimal) = <.0175> I Diameter (in) = . <8> 1 to send to LP <CR> to continue ? I. Area (sq ft) . 0.01 Velocity "(ft/s) = 1.35 Froude Number = 1.52 Critical Depth (ft) = 0. .04 Normal Depth (ft.) = 0.04 Hydraulic Radius (ft) ' 0.02 Depth to ,Centroid(ft) 0.01 Top Width (ft) 0.30 Specific Force = 0.00 I 1 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive 39, MANN IG 5 EQUATION LINO —5 Ciro /Tp/TiL 1 2 MAN> ,Q H. 2 7 ,. N. / Units (0---f t' lzm) = <0> Depth (ft) <.07> Discharge (cfs)(cfs) = <.05> Mannings n = <.012> Slope(decimal) = <.035> Diameter (In) = <8>. 1 to send to LP <CR> to continue ? Area (sq ft) Velocity (ft/s) = 2.80 Froude Number 2.32 Critical Depth (ft) = . 0. 10 Normal Depth (ft) = 0.07 Hydraulic Radius (ft)= ..0..04 Depth to Centroid(ft) 0.03 Top Width (ft) = 0.40 Specific Force = 0.0(.) 1 Setup 2 Exit 3 C Print 4 P Print. 5 Log 6 Transmit 7 Receive MANNING6 EQUATION 40t,F—to Circ Rec/Trap/Tria 1 2 MAN> 1 ,q• M / 7O . A9. Units (O=ft, 41)= <0>. . Area (sq ft) = 0. ()3 Depth (ft) = <.09> <--- Velocity (ft/s) = 2.67 Discharge (cfs) = <.07> Froude Number 1.94 Manning's n = <.012> Critical Depth (ft) = 0.12 Slope(decimal) = .023> Normal Depth (ft) = 0.09 Diameter (in) = <8> Hydraulic Radius (ft)= 0.05 Depth to Centroid(ft.)= 0.03 1 to send to LP <CR to continue ? Top Width (ft) 0.45 Specific Force 0.01 1 Setup 2 Exit 3 C Print 4 P Print, 5 Log 6 Transmit 7 Receive Ara SR it) Velocity (ft/s) = 2.. 16 Fr nude Number = 1.45 Critical Depth (-Ft) 02 Nnrmai Depth (it) = 0.10 Hydraulic Radius (ft) 0.06 Depth to Fentrnid(+t) = 0,04 Top Width (-ft) 0.47 Fci+iC Force = 0,01 MANN I N' S EQUATION - Units (it) = FEET Depth (it) = 1::: Discharge = 07:::. Manninj's r = 0012:::. Slope(decimal) U Di.smeter (in) = 1 I I I I 1 I I I I . I 1 / Created Revised o'4•--cct---s 04.-:c:t--9 Ci.r..i]..:d cross-section, 4/ Created Revised 04•-Oct-E9 47 Ict . -9 02:18 MANNING'S EQUATION Circular crcras-sect ion Units (ft) = FEET Depth (-ft) <.12:: Discharge +s) = Manning's n =0 12 Slopedecimal) Diameter (in) = <8> Area (5CR +t) =0.04 Velocity (ft/s) 1 Fr nude Number 0.94. Critical Depth ('ft) 0.12 Normal Depth (it) = 0.12 Hydraulic Radius (f t)= 0.08 Depth to Lentroi(+t.)= 0.05 Tnp Width (ft) 0.52 Sppci4im Force 0. 01 9 MANNINGS EQUATION L4' Circ Rec/Trap/Tria 1 2 MAN> 1 Jt - /5 7- Unit5(0-ft, 1=fn)= <(i> Area (sq ft) Depth (ft) <.09> <--- Velocity (ft/s) = Discharge (cfs) <.08>-- Froude Number = Mannings n = <:.012> Critical Depth (ft) = Slope(decimal) <.02> Normal Depth (ft) Diameter (in) <8> Hydraulic Radius (.ft) Depth to Centroid(ft.)= 1 to send to LP : : <CR> to continue ? Top Width (ft) Specific Force 0.03 2.64 1.83 (J. 13 (i.09 0.06 C). 04 0.47 0.01 1 Setup 2 Exit. 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive HANNINGS EQUATION LM/ -Z Circ Rec/Trap/Tria A.M/ Th 1 2 MAN> 1 Units (0ft, 1m)= <0> Area (sq ft) 0. 02 Depth (ft) <.06> <--- Velocity (ft/s) 1.97 Discharge (cfs) <.03> Froude Number = 1.73 Nannings n = <.012> Critical Depth (ft) = 0.08 Slope(decimal) = <.02> Normal Depth (ft) = (J. 06 Diameter (in) <8> Hydraulic Radius (ft)= 0.04 - Depth to Centroid(ft)= 0,02 1 to send to LP : <CR> to continue ? Top Width (ft) = ().38 Specific Force 0. 00 1 Setup 2 Exit. 3 C Print 4 P Print. 5 Log 6 Transmit 7 Receive 43 MANNING 'S EQUATION bi+'E 3 Circ Rec/Trap/Tria 1 2 MAN> 1 r 4W.#2 Unit5(0ft, 1=m):: <0> Area (sq ft) 0.02 Depth (ft) :: <.07> <--- Velocity (ft/s) = 1.55 Discharge (cfs) <.03> Froude Number = 1.25 Mannings n <.012> Critical Depth (ft) 008 Slope(decimal) :: <.01> Normal Depth (ft) = 0.07 Diameter (in) <8> Hydraulic Radius (ft) 0.04 Depth to Centroid(ft) 0.03 1 to send to LP : : <CR> to continue ? Top Width (ft) 0.41 Specific Force = 0.00 1 Setup 2 Exit. 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNINGS EQUATION L1N Circ Rec/Trap/Tria -t 1 2 MAN> 1 Units (Oft., im)z <0> Area (sq ft) = 0.01 Depth (ft) = <.06> <--- Velocity (ft/s) = 2.79 Discharge (cfs) = <.04> Froude Number 2.50 Mannings n = <.012> Critical Depth (ft) = 0.09 Slope(decimal) = <.042> Normal Depth (ft.) = 0.06 Diameter (in) = <8> Hydraulic Radius (ft)= 0.04 Depth to Centroid(ft)= 0.0.2 1 to send to LP : <CR> to continue ? Top Width (ft) 0.37 Specific Force = 0.00 1 Setup 2 Exit. 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive I . NANN I NO' S EQUAT ION I.. .Jnits (ft) FEET epth (ft) = ischEu--je (cfs) .:::.0,7 Mann inq's. ii 131opE, (dec ima I) = iaineter- (in) I I 1. i I. I Latec1 Revised 015-Oct-H9 05-Oct t'-119 2.0 Circular cross-section Area (sq ft) = Velocity Frnude Number 2. 50 Critical Depth (ft) = o. io Normal Depth (ft:) = U. o Hydraulic Radius (ft ) = 0.04 Depth to Centroi1(ft) = 0.02 Ir)p Width (ft) Spi:c-jfjr Force 45- MANNINGS EQUATION 1-/41,6 $6 Circ Rec/Trap/Tria 1 - .2 MAN> 1 14N4 / 7 A41 2 Units(0zft, 1m) <0> - - Area (sq ft) 0. 0() Depth (ft.) - = <.02> <--- Velocity (ft/s) = 1.71 Discharge (cfs) = <.006> Froude Number = 2.49 Manning n = <.012> Critical Depth (ft) = 0.03 Slope(decimal) = <.055> Normal Depth (ft) 0.02 Diameter (in) = <8:' Hydraulic Radius (ft) 0.01 Depth to Centroid(ft) 0.01 1 to send to LP <CR> to continue ? Top -Width (ft) 0.24 Specific Force = 0.00 - 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNING'S EQUATION LIME 7 Circ Rec/Trap/Tria 1 2 HAN> 1 Units(0=ft, --m)= <0> Area (sq ft) = 0.01 Depth (ft) <.05> <--- Velocity (ft/s) 1.50 Discharge (cfs) = .02> Froude Number 1.38 Mannings n <. (J12> - Critical Depth (ft) = 0.06 Slope(decimal) = <.013> - Normal Depth (ft) = 0.05 Diameter (in) - <8> Hydraulic Radius (ft.) 0.03 - Depth to Centroid(ft)z 0.02 1 to send to LP <CR> to continue ? Top Wid.th (ft) 0.36 Specific Force = 0.00 1 Setup 2 Exit 3 C Print 4 P Print. 5 Log 6 Transmit 7 Receive M, Gi Crea ted Revised 04-Cot-89 (:)4- F: --9 08 :19 MANNING' S EQUATION Cii'ci.dsr cross-sect ion Units (-ft) = FEET Arm (sc ft) = 0,00 Depth (ft) = <02:::. Velocity (ft/s) = 497 Discharge (cis) 02.: FAude Number 6.89 Mannln9's n = •(.012:. Critical Depth (+t) = 0.06 Slope(decimal ) = •::: 41:::. tcma.:L Depth (ft) = 0.02 Diameter (in) = :8' Hydraulic Radius ('F t) = 0.02 Depth to Centti i (it) = 0.01 Top Width (-ft) =0.25 F'Ec1 -Fic Force = c:ioo I 1. M. - 9 Cr eted F-\ 13tJ I ( )4 - ft.. t h'i ()4 I: t I ( 1 9 FiANNINt3 S EwUA T 1UN L1r-CuJ..kr cross--section I Units (-ftY FEET Depth (ft) Discharcje (cfs.) 1 Man ninq's n = I Slope(decinal) = U I: Diameter (in) = I I 1 . I I I.. I' .1 . I 1 ira (sci tt) Veloc i ty (Ft/s) 1 37 Frnude Number = 1 22 Critical Depth (ft) .0.0e Ncrmal Depth (+t) = o. o Hydrat.dic Radius (ft) 'J. ':4 to :E.rtrnjç1(ft:; = 1)7 Trp Width (Ft) = Spn i + i ri Fnrre 0.00 .1: F1NN I NG S EG( JA1 I ON If) its (ft) FEET Depth (Ft) = jc:g (c'fs) Mannin9 9 s n I1ope(decim1) 1ik1r1eter, (in) I I 1 I I p H H I I ,1. I I Created Revised 05-iict--E:9 (:)5--(ct;-•••c-9 02: 18 Circu1r' crciss --scjcin 5 R t = (:)oo Velocity (ft/'5) 171 Frnude Number = 2 2e. Criti1 £)epth (ft) = 004 Normal Depth (ft) Hydraulic Radius (ft) = 0.02 Depth to 1:entroi(1(+t.)= 001 Top Width (ft) = 02é 5pci+i&:- Fnrce o. oo I MANNING EQIJAI'IHIT 1W5 -/ t./ri1 - 4mA/2 1 2 MAN> 26 I Units(0ft, 1-10)= <0> Area (sq ft) Depth (ft) .= <.04> < Velocity (ft/S) I Discharge (cfs) = <.02> Froude Number I I1annings Ii <.012> Critical Depth (ft) = Slope(decimal) = <.044> Normal Depth (ft) I Diameter, (in) <8> Hydraulic Radius (ft) Depth, to Centroid(ft) 1 to bend to LP : : <CR> to continue ? Top Width (ft) = I . Specific Force = ii . 01 2. 3 2.45 (.). 06 0.04 0. 03 0.02 0. 32 0 . () U • 1 Setup 2 Exit 3 C Print 4 P Print 5 Log 6 Transmit 7 Receive MANNINGS EQiJATIONZ./V 612! Circ Rec/Trap/Tria MAN;> 1 TO A-Al 70 I I1nits(0=ft, I=m)= <0>' . ' Area (sq. ft) = 0.02 Depth (ft) <.07> <--- Velocity (ft/3) = 1.70 I Discharge'(cfs) <.03,> Froude Number = 1.42 Mannings n = <.012> Critical Depth (ft) = 0.08 I Sl.Ope(decimal) = <.013> ' Normal Depth (ft) 0:07 I Diameter (in)' = <8> . Hydraulic Radius (ft)- 0.04 Depth to Centroid(ft)= 0.03 1 to send to LP : : <(R> to continue? Top Width (ft) 0.40 I • Specific Force '• 0.00 1 Setup ' 2 Exit, 3 C Print 4 P Print 5 Log 6 Transmit 7 Recei v e ------------------ G13 l.:t-ated Revised .. I 04-Oc t-R9 04- ct-• 1:3 • MANNING 'S EQUATION Cu culat IUnits (it) = FEET . Ar ea jsq +t> O .K. Depth (ft) = 14 'v)OL.it (ft,$) -034 Discharge (cfs) 12:: Frnude Number . = 1q33 I Nanninq's ri = 0012> Critical Depth (ft) = 0.16 I. Slope (decimal) = <. 01: Normal Depth (+t) 0. 14 Diimut (in) Hydraulic Radius (t o c3 I . Depth to ientrOici(+t)= 00 lop Width (ft) •. 0.54 I Spcifc Force 0.01 I 4 - I I I I I I IiNi ,-J# df 1* I Created Revised 05-uct-89 05•-0ct--9 04:20 (:1r'cu13r cross-section 'U MANNING 'S EQUAT I ON 1nits (ft) = FEET Depth (ft) = 01W .:::-..-.... ischarge (cis) = 12:::. n ianning's = lope(decimal) = iameter (in) = Area (scj -Ft) Velocity (ft/s) = Froude Number Critical Depth (+t) = Normal Depth (+t) = Hydraulic Radius ( f t) = Depth to Leflt:r-Oid (ft ) = 0.05 2.34 1. W_. 0.16 0.1-11 o 0.06 0.54 0.01. Created Revised .0I-Mar-90 01-Mar-9C.) 10:06 Circular cross-section Area (sc ft) 0.l() Velocity (ft/s) 6.66 Froude Number = 3. 12 Critical Depth (ft). = O.3 Normal Depth (ft) = 0.20 Hydraulic RadiLs (ft)= 0.12 Depth to Centroid(ft) 0.08 Top Width (ft) = 0.71 Specific Force 0.15 I t I MANNING'S EtUATION Units (+t) = FEET 1Depth (ft) = .:Z.2> Discharge (cis) = 67> Manning's n. (.012:> Slope(decimal) = <.05> Diameter. (in) =10 I . I: I I I • i I :1 .1 I 1 H