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HomeMy WebLinkAboutDrainage Analysis Hydraulic Conduit Data and Results Waterwood Townhomes Drainage Analysis Addendum Informational Summary E E Z' E E co E E �, 3 o w _J y n' 7i L O a) V) c/) Z m C y r C r °' a> LL > = a o 0 o a> o ' d ° N J D Z 0 Z 0 c O c E J V) E 2 0 o (ft) (ft) (ft) (ft) (%) (cfs) (ft/s) (ft) (ft) 23 33 32 272.90 271.75 1.75 230.00 0,50 13.66 5.64 277.79 276.58 34 34 33 274.33 273.15 1.50 235.00 0.50 6.78 3.80 278.74 277.79 0 +40 WS (TIN Outf:tll 263.00 2 62.80 0.00 40.00 0.50 230.63 6.1 1 265.77 265.06 1+14 NCI 1.1/9 CUI...V 265.80 264.00 0.00 24,00 7.50 161.16 3.63 207.41 267.05 1 -38 NC2 NC1 269.00 265.80 0.00 103.00 3.11 100.39 4.76 270.73 267.41 10041T PAID 34 2 274.58 1.25 55.00 0.95 7.03 5.93 279.20 278.74 1 IOU1 PAI I WP2 2 276.00 1.00 30.00 0.50 8.40 10.65 278.46 275.97 2 +41 NO NC2 270.00 269,00 000 148.00 0.68 98.50 2.88 272.66 270.7; 3+89 C3 276.00 270.00 4.00 510. {)0 89,37 1 ' 272.66 PA 3 11 274.96 2:' . '1' 1'13 11 274.85 274 0.50 15.00 2.00 6.46 2.03 31.1(: 11 270.15 209.61 1.00 10.00 0.49 0.22 7 7( 50t''1' PAS PA7 271.1( _ 1.s is. 0.56 10.17 5.70 276.17 275.87 60111 PA7 PA IA 269.51 269.30 84.17 0.25 34.93 7.08 275.87 275.58 80411 PA8 32 2 72.78 27 2.25 1... 55.00 0.96 8.90 7 .17 276.95 276.58 901.1' PA9 33 273.93 273.40 1.25 55.00 00.96 8.13 6.55 278.04 277.79 krenek Tap 1. tS C1.11.V 1.7 S C110V 263.50 263.00 5.00 - .00 0.91 230.62 6.01 267.05 265.77 KT! WP7 L /SCI'( V _ 267.76 :67.05 K "CI W07 U'S CULV 274.00 2 0.50 480.0( 0.63 0.00 0 ['II W07 1.1/5 Cl I.V 266.01 263.61 4.00 - k 12 1VP6 W07 7 Multi- Conduit Links include both an underground pipe 76 KI2 W1'6 W('7 274.00 27400 0 50 1 and an overland flow route. These are used periodically K"12 WP6 W07 267.36 266.01 4.00 ; throughout the modeling process. KT3 W05 WP6 13 K('3 WP5 WP6 274.00 274.00 0.50 1 In several cases the overland flow route will consist of Kr 3 W 05 W 0 269.26 267.86 3 50 short link that represents the centerline of a crowned 154 PA2 WP7 0.00 0.00 0.16 street to properly model spillover from one side of a 155 PA4 WP7 0.00 0.00 0.16 street to the next. These will be identified by the red, 0812 WPI WP2 276.55 274.10 3.00 1 italicized text and should be read as follows: .97 0S23 WP2 W03 274.00 272.59 3.00 : .76 0834 WP3 WP4 272.22 272.12 3.50 The top row is the overland link and includes the .27 (1845 WP4 WP5 272.00 269.51 3.50 upstream and downstream invert elevations. In the case .97 01 11 Pond 269.14 269.00 1.50 of a spillover, the inverts will be identical with a short (1 .68 02 PA 1 A Pond 269.26 269.09 3.00 ft) length and a zero slope. .68 PAIAPA1D ('VII:) PAIA 271.46 271.26 1.00 .58 01732 32 PA7 271.50 270.1.19 2.00 The bottom row is the underground pipe and includes .87 PondOta Pend NCI upstream and downstream inverts, the pipe diameter (ft) .41 PondOut Pond NCI 274.00 274.00 0 65 and the slope . Pond(iut Pond NCI 269.00 267.6 2, 1.50 91 PA 1 A 11 275.50 2 7 0.50 The peak flowrate and maximum velocity for each 97 S2 J I S PA] A 276.20 275.50 0.50 conduit are included on their respective rows. .58 S3 328 31S 276.58 270.20 0.50 .49 S4 PAIR 32S 277.73 2 76.58 0,50 Because the maximum water surface elevation is the ,05 S5 P A I C PAIR 278.92 277.73 0.50 : same for both conduits (due to common to and from .04 W 10 PA I 0 PA I C 279.06 278.92 0.50 nodes) the maximum water surface elevation is included . } 8 W8 PAS J2S 276.75 276.58 0.50 on the .tlu/ti- ('nndt,it line. 95 W9 PA9 PAIR 2 277.73 0.50 .04 Conduits with one line are either underground links or - overland flow routes but do not include both and contain input and output data for only that link. ryu(\ ` _ v� A w N 0 0 0 >> N ro!= 0 0 0 0 0 0 0 + +I - + �I A1w ° n ,n n -- M C C C C C C Cis it ° I� coo o ~ Y -3 r. Link Name - -.. N O - O O - -. .- --r. Y a a Y Y Y `O OO J U W W W _ > y - Y - _. _ _ _ '. -_ a � � _. c4 (1) 'D o a 7 N Y Y '� w Y }� N z{d I -0 n n VD o () > Cl. M. C. d > ° Upstream 1 ' iH Node Naa.—C -0 zzz -0 *0o o p \ w a `__1Zz .tzcoW `.- , - by �. .� (. Z Z Z ti d -C -o �. C - t7 i _ r� N rd I r) l > — — — J > - - > I J I W N N I -- I � l 1 1 Downstream 1 ! rr , Node <, 1 1 I I I I I I 1 I I Upstream N I N I N N N N I J N N I N J N N N N N N N N N I N N N N N N N 1 N 1 N N --.1 --I J J J J- J 01 J J J 01 01 0 J J 01 J --I --I 1 J J J J 01 01 1 01 I i nver t -_l 01 VC 00 J 01 01 U 1C A -- \C )D W W N •O -- O A O O 01 U �D j U w A J I J N 00 :-.1 O .O J U N U O j O U A N -- 'A CO J U ,--� -- 1 OO O O -- —. W CO o U 01 N w 00 0000 O 01 01 .4. © W oo .- O I U U 0 O U O O O O w 10 ■ Downstream 1J N N N 1 N N N N N N N N N N N N N 1J N N N I I 1•4 IN N N N 1 N N N N A Y' J J J -4 -4 J J J O• J -4 -4 c 01 0 J J O J ON J 1 ! J I ON J J ON ' ON ON J I J —i J! 01 00 J 01 01 U A J A O -- ‘47 ‘.O W W N •O O ‘47 4.1 I O I 10 I C7N A U A N w ,--, J y in VD J it N U V. 01 O O N O O © A iv w U O` J. 016 : O U 1 OO: O 00 J w 00 N w 00 0 0 U w 0„ co 01 10 O O O U -- . 0 J .� 0 o oo © O 1 U U i 1 Diameter 0 0 0 0 0 0 0 0 0 0 1 O , N -- w U -- -- N -- -- O A i o -- -- 0 -- U U U U 1 U U U in U 10. O O O U O N N U U O i.., !. 6;6 O N 0 0 0 U J 0 0 0 0 1 0 O O 0 0 0 0 0 O © U U o 0 0 0 = 0 0 O U O O O 0 U 1 1 N N I W W 00 .0 N -- Is.) N W J 1J 'A U U 00 0 O -- U . W U 0 N. W W Length O O O to O U U 0 0 0 00 V0 N 00 'A I U U A U U U O 00 I O V. W A O U O — _- _ -- . - -- I A --_ O O O O O O o {__ o' 0 O J N o 0 0 o I I 0 Q1 © © ° I ° o ° o ° o o ° o o, o w o J O w o ° o o l O ol0 0 0 0 0 r In CD Slope 0 1 1 0 0 o o o o o --! 0 0 0 Io'oI o o 0 0 o w �l 0 0'0 0 00 00 �- A . J N --. U N U' I c l O N U '4.1 O O, U '.0 ..- U U: U .S. O U0 00 00 A \C v. 0 0 W 0 -, 101! C 1 ! LJ 1 I ON \OIO oo O Vi - o o o,O O � � ■ 1 ma -- I 10 -Year Max a C N! N U s I W U 01 01 ^ ( 10 (° ( 1� Flo _• O : O O W 01 U U O -- 00 N N O a, J J' U O ON O )O A 01 J U O J 101 1 w 5' 3 (, .. i N — N ` O w A - N 01 w c . n 0o tJ 1 W LO w I O, C O� LO O J v O� Co 0 N co A N O -- 00 00 U J oo j O� _ O� cn A w O to .— -- W U O -- n C I O N N II N' N1 N N N N N N N N NIN N 1 N N N NIN N N N t' I /S WSEL o_ N C J J J J-. J J J J J J --.11 -.1 O JIJ 1 J J J J J J J :. J' ON 1 ON J J ....• --1 01 •D •D J O1 01 A A U A A' A 1 O� � -.l , ON A U 1 ! 1 A J N, J yD I O M I U Oo ' J Q mi. 1 Co U O © Co J W 1 © N _ N * CO Q\ U W N 00 U Coo N 1 J -- A O� i 1 aL •- 134 In A I 1 - - _ , - t t t -_. _ - In W I O\ U U Z) Q) 0■ W Q, J N N U N O D U A Q, WIN W U A O 01 co 7 1 , 1 N N N N N II N N N N N N N N � N N I N I , N 1 N : N N N N N N N N N N I D /S WSEL `� 0 z J J J J J J J J 01 J J J J C• J 1 J 1 J J I J J J J J ON C7N 01 J J cn J 01 NO J ON 01 A A J A A A A U 7-11 VI I A A :. A N o v. 00 - 01 A J U 1 C D 4 - - - A ! -- _- � __ _.- . Cr, be U N Oa 00 N so J N co I N U U w N U to •C O. U i N U N U U J U W A VD U N 3 1D J O �O J W U W 00 U IJ N .iw A 00 U 00I W � A 1 Upstream ro < y Ponding c./) U o o 1, I o O O v I ,Depth > y 1 : : 1 1 o 1 yI L I io 1 0- CD 1 c � 25 -Year Max Q 1 N v, 00 w 1 J J i oo l `- oo v �' Flow N N N° X O 00 00 1 O .0 O j N W N 01 J )O °O 1 O 1 ON O I N: 00 1 J J 1 o •D J 01 W 3 N -- b, 00 1 J 01 01 O C © j N i — in f.. O W W 100 as N 0 1 o U O W a1 1 , U T A 0o be 1 A o Do A -- 0 A N o ON --. , J W 'A N 00 J [ -- -- J ON \O N . ON 1 ON A W J - W - Q` 1 11 1 - --- - -__. _ ..- - -- - - - - - -; N I1 l .-. '1 1J N N 1.4 i N N N N N N N N N I N N N N I N NI N N N N N N N N 3 WS WSEL J J 1 J j J J J J J J J J J ON 1 ; 1 J J - I J J J J : J J ON Ov J I J J 01 ..0 1 01 ON A A 01 U A A 0• i; 1 ON U U A J N Oo o J U 00 1 J 3.0 00 -- -- 'Co 00 w '.O A N o LO 'A -LO 100 iN 01 00 N it O -- LA N N U Cr, 01 1 _ - -_ I - -- ~ In - -- ~.. I i ' .. _. w _- _A N J A 01 01 U 01 J 00 J �O 10 00 N N A O 1 I W U I I , J 11 I J N N N N N N N N N N N N N N 1I N N : N 1 1 IN N N N N I N N N N N 9 Y' I ' , D /S WSEL J JIJ 1 J 1 J J J J J J J I-1 O• 1 J 1 J' J J J 1 J 1 J 1 J J C I C' C J J J ON I �D -.l ' 01 01 A A J U A A ! A ' -4 ON A I U 1 A N O U Oo J 01 4. I J 01 . • -O 00 .- -4 00 W Co U N W 01 A A s 01 I N 0 1 W: U U J 10 01 N it . 1 01 N J 1-- 11 .A 01 01 .. J - .__. - J - U C. c.? '-'Lp1 J I -N. ° . - j I�1 1 'Upstream Pondin I g U o 10 0 0 ' o '' in b 11 LA ° Depth U o oo - 4 --i Al J II - , N _ N 100 -Year I., N IN W N. VI 'W 11 W ' , 00:'0 ' 0 01 W '-. �, MaxFlow i , - . -- - - • - I • -- -- � _- - O 1 J ca 00 1 0 . J O O 01 W U O 1 0 O -_t OI U A V. O `O N N N N o O W W oo A W 00 A O W .-- 01 '-:1 w -- J U 0 U: N w 0 0 oo cc 01 w 00 v1 4---- U `O w o N I \r 1 1 � I J o0 J 01 a1 O oo i A J O N �O W O N W O so A O1 N' IV N N N N N N I NIN N 1 N1N N N 1N IN N N N N N N N N . 0 /S WSEL 1 �, l _ J J J J J J J J J 1 J J ' J 1 J I O` J J J J 1 J I J J J J J O O J J /^ 00 ON , i -- U A 1 10• U U A J 00 01 U 01 J I N 0o co O --..3 U oo J ' - . � \O 00 O1 01 1, _ , U J U Co © O Co 100 '. -- 1 A N -. I A J I J! J �� J/ O VD N 1 -- 0 Co 10 A U O, ! 'A A U�J'J 01 1 ° 1 01 1 01 F . 0 W �-- A , .O ,� A U O 00 A U 10 00 I } 00 ! 00 w 00 J I r� -- - -. 11 - 1. N IN N N N F- N NIN N N N IN N N N N N I , N N N', N .Y`I D/S WSEL --4..... J J J J J J J J 01 - J J J' ON J J J J j -. J J J J 01 01 1 01 J J /� 0 V i i 00 A U I .O 0o J J J 00 00 00 J 1, J U 1 1 U 00 N O U 00 J U J 01 '`9 -- 6 A U CO A 00 U 01 01 J 101 1 -4 110 J 4. O J U - -- l r._i__ 110 00 00 J -..-. '"", _ [ 00 ...... -- -- �Ji01 w I Al 1 U 0 1 �O ( Upstream $c= 1 x IPonding (JIJ In 1 o I o 0 o 1 10 1 x 1 1 '< 01 i0 10 �1 0 01 1 a Depth 0. 1 00 ,00 1 ILA 0i C F. r!1 c r s • 3 u `$ H n Hydraulic Conduit Data and Results Waterwood Townhomes Drainage Analysis Addendum Informational Summary E E Z" ._ E E a) .... E Z1 3 o w tu o Z C y > tt) ...6 ...., a) a.. r c t a) .x u) - o 3 Ts Iii o) 3 cp E a x c o mi co u) 0 c a o o o a > o > co (I) 11 D Z oz D c 0 c 0 _i 7/) E E 3 0 (ft) (ft) (ft) (ft) (%) (cfs) (ft/s) (ft) (ft) 23 33 32 272.90 27 975 1.75 2:30.00 0.50 13.66 5.64 277.79 276.58 34 34 33 274.33 273.15 1.50 235.00 0 0.78 3.80 278.74 277.79 0-940 0/8 CUI.V Outfall 263.00 262.80 0.00 40.00 0.50 230.63 6.11 265.77 265.06 1 ) 94 NC I 9/8 C9 265.80 264.00 0.00 7 4.00 7.50 161.10 3.03 267.41 267.05 1438 NC2 NCI 269.00 265.80 0.00 103.00 3.11 190.39 4.76 270.73 267.41 100919 PM 0 34 27590 274.58 1.25 55.00 1995 7.08 5 93 279.20 278.74 I 101211 9411 WP2 276.15 276.00 1.00 30.00 0.50 8.40 10.65 278.46 275.97 2+4! NC3 NC2 270.00 269 • ) ( ( 0 : )u 0.68 98.50 2.88 272.06 270.73 33-89 . . , C3 276.00 270.00 4.00 510.00 89.37 3. .. _ ' 272.66 943 II 579 99 2 , - "A.+ 11 274 85 274.55 0.59 15.00 2 99 6.4o 2 93 301 I 1 . 2 11 270.15 269.01 1 00 050 0/9 6.22 50191' 1'A5 PA7 271.10 ... it .. 5 ., t 5. 0.56 10.17 5.70 276.17 275.87 60121 947 0414 1 69.51 269.30 84.17 0.25 34.93 7.08 2 75.87 275.58 8011' 9A8 32 272.78 272.25 1.z. 55.00 0.90 8.90 7.17 276.95 276.58 90121 P49 33 273.93 273.40 1.25 55.00 0.90 8.13 6.55 1 78.04 277.79 Krenek Tap U/S C't.11.,V D/S Ct ILV 263,50 263.00 5.00 5.00 0.91 230.62 6.01 267.05 265.77 1 W07 R :/S (:11! ,V 207 70 207 05 k II W07 11/8 Ctil.V 274.00 271 00 0.50 480.01 0.03 0.99 0.91) KT I 0 97 U/S 0 , I V 260.01 263.61 400 , k"12 006 W07 Multi-Conduit Links include both an underground pipe : 10 2 WI'6 007 274 00 274.00 0 and an overland flow route. These are used periodically k l'2 W PO W97 267.36 266.01 4.00 throughout the modeling process. K1'3 4\ P5 WP0 .13 <'1 .3 W p5 W P6 274.00 274.90 0.5 , In several cases the overland flow route will consist of K'13 WPS W06 209 20 2o7 8o 3.51) short link that represents the centerline of a crowned 1.54 9,42 WP7 0.00 0.00 0.16 street to properly model spillover from one side of a 1.55 P44 WP7 0.00 0.00 0.16 street to the next. These will be identified by the red, (3812 WP1 WP2 276.55 274.10 3.00 . italicized text and should be read as follows: .97 08 WP2 WP3 274.00 272.59 3.00 : .70 0834 W1'3 WP4 272.22 272.1 3.50 The top row is the overland link and includes the .27 0845 WP4 WP5 272.00 269.51 3.50 .. upstream and downstream invert elevations. In the case .97 P1 11 Pond 269.14 269.00 1,50 of a spillover, the inverts will be identical with a short (1 .68 P2 P414 Pond 209_20 269.09 3.00 ft) length and a zero slope. .68 PA1APAID PA 11) P414 271.46 271.26 1.00 .58 PAM, .12 1 271.50 270.09 2.00 . The bottom row is the underground pipe and includes .87 Ponds 3u1 Pond NCI ' upstream and downstream inverts, the pipe diameter (ft) .41 9000( )uf Pond NE' 271 00 274.10 0.05 and the slope . P0090111 Pond NC1 269.00 267.63 1 50 SI PA1A 11 275.50 274.55 0.50 The peak flowrate and maximum velocity for each .97 82 31 S p114 276.20 275.50 0.50 conduit are included on their respective rows. .58 83 .125 315 276.58 276.20 0.50 .49 S4 PA1E3 328 277.73 276.58 0.50 : Because the maximum water surface elevation is the . 95 S5 PA IC PA1 9 278.92 277.73 0.50 .-, same for both conduits (due to common to and from .04 W10 P110 pm c 279.06 278.92 0.50 nodes) the maximum water surface elevation is included 18 W8 948 J2S 276.75 276.58 0.50 on the . / thi.ti 'onduit line. 1)5 W9 P49 9419 277.89 277.73 0.50 .04 Conduits with one line are either underground links or overland flow routes but do not include both and contain input and output data for only that link. nek_ 1; 1 i ‘• .._,3 grel in:'Z ' C - CV r 1 I - -1---i' U ' 1. ,,, E c E K a W c) co M 01 1 -- V) 00 00 'O 4idaQ ° ' 1 ,o o r ,0 o kiD 01 0 0 0 o vi 6uipuodl 1 I weaa ;sdnil � ,o 1 r M ' — — 0 a _r 1 _. 00 - I NO v.) I n i r l et ON ken vi , ON 0 00 ON 0 111 1 N r r 1 00 00 Cr) r o0 NO vi 1 n C"-: 00 vi O N et vi vi '.. n 1 v, 1 I OC a\ , D 00 —r L r r k0 I� VD r r1r r r r1 t r NOlr r r r r r r r r r r r x N N N 1 N N N I N 1 N N N N N N 1 N N N N N N N N N N N N N N' CV d.. 13SM S/Q " CO — ,O [` r 1 '( et 1<, r M 00 00 00 ON VI 00 0 V) et r- r- _ _ M O ,O ,O � 1 N r et r N et ,O et ON -- 00 O, O O O, v) r v) , D v) ON O N ON 0 N 00 v) N O O, 00 N r err 1 VD v) ,D 00 [:- et v'i vt 4O 4 v) ,G ,G 00 O\ OBI oo ! r'r ,O )D r r- r- r- r r- NIr r r ,O r r- r- r- r r r- r- r r r r r / 1 13SM sin, _ N 1 1 N (V N N N 1 N N N N 1 N I N N N N N 1 N N N N N N N N N N N N Ll v I- i- ; X 1 1 . 0 0 -� o M011 j t I NO 00 I { M ,O Cr ' 1 v0 N r M N 0 1 M ON N 0 t- et 00 0 , O NO r- 00 r ,O i r ,O .•- I M O et m O et (-4 -- Q 1 (7, -• vO o ! ON et ,O O v) -- O, v) NO v) -- r -- .f oN I MO J xe M ,O O I O 1 r 00 00 c O sO O et 00 ', 00 O` 00 I M M -- O ,O N N N N o; o V) 4 v) I7 w � M ,O'O O, 00 —1,-.., Mi h N re") CA N N -- -- TCNI t N ' N I I ) JeaA — i _. { t 1 r er . ! r oo 1 o .r 1 4idaQ� V 1 ) 6 NO I h V) M I 1 0 0 0 ,n 6ulpuod weaa ;sdn I -- m et 00 r . v) -- ' 0 - N r •-- ,0 m N NO tr, N M v) v) . -- r r ,O ,O 00 r N 000 01 N , O 00 vl N NO O, I r V)1 v) M I T N I 01 M N kn O, M oo O) ,O r 7 r 00 vi ' O N ' et : v) , et ,O r V, 4 4 4 v) r-- et et ■O ,D r O, ,D r 13SM S/Q .-. r r- 1 o ,o ,o r- s r- s r r r r- s ‘O r 1 r r r so r r r r- r r r r +C N N 1 N N N, N N N N N N CA CA N N N 1 Cl N N N N N N N N N N N - O N 00 0 O, M vi MIr 0 NI _ _- �,-- r oo r ' ,O! h -- . Y )D et � et r ,O ,O .n ' N r 1 -- 1 V) N 00 , O M 00 ; ON V, 1 v) 1 O, I O N O, M 00 I r N Cr, -• -- 00 T _ r oo , n� , r ono, oolN r et , o'rl 01et v)I,o et' a �Ir c: c74 ,D r r r %.0 , c) rir r- r- r r- r- r- r- i t ,O 1 r- r r r r t- r rir r r r t - 13SM sin •� N N N N N N es, N N N N1N N NI N N: NI N1N,.N I I N N N N N N.N N .� M et ,p - _ - 1 , O N I O, , O r O et N r 1 00 N V, M r ,O O N et (0; et 00 ,O O M r 00 00 '.. et v) ,O m O v) O O N ,O 00 M M O �t O N O O, ,O 0 r o0 , O N E , M r 01 O I r r at N O -- , c , o ,) O\ O1 s N M 1 N 1 O O, •-- O 00 00 O v) N N N M OI I. 1 0 0 00 r r 1— M 1 00 v, CV -- N .-- x ew aeaA -gZ (.3 - . 1 1 a) , 1 O, © I , r-, a, r O, y uldea j o �o o 1 N o c cn 6uipuodl y ca weaa sd o M I - -1 O vi N N ,O Cr) ON N M N ON N r Cr C 00 ! et 1 ,O N et M 00 V) 100 et M NIN 00 -- M V) M r ON 0 , r O, 13 < = V) r et , D r o0 V) O N et et et ', V) r V, et et . et 1 et 1 r et et ,O ,O r--: O1 ,O r O . 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