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Wynnpage North 1-CS030206 D~~nA~ FACSIMILE TRANSMITTAL TO: -rare.>,,- Ij)N'\eY' FROM: 11,,# 8;/r,~'ec.... DATE: Z/ b/b3 . . BEl #: -Z-z. 133 FAX: q) Z 30'1 - .51)/D SUBJECT: WY"''''f''-je /'I"'l-A A/o.'+J.... PAGES: 7 (INCLUDING COVER) COPIES TO: NOTES: A#...c..i-.t!:J ...J.-l.e. €.y;. ( ~4\ ...;, h."-.....cl.le. ..fo J)rt;,;Jos.e J I I .,-t -+kve.. PLEASE ADVISE IF ALL PAGES ARE NOT RECEIVED. 4125 Broadway Blvd. Suite A250 Garland, Texas 75043 Phone: (972) 240-4821 Fax: (972) 240-0922 HWUUU U{;{,. /_ -- - I 9 '; I I ~, - - - - , il : , -- ~' 1:1 ~.'7 I ......-.., ~ '- , J) J ! , ~ ~- L, I , ~ - 1-= , -- ! -- , ...... , ... Be.. ';-IZ :z~... , " " ",WYlJNPAGE. oct . --- --- ;e y \ \ ... '\' .--.. .... ... \ .. .' ., -Pa.op. CONe. 4 . \\ Pfl..OT CI-IANNt=L , '~:'~~~::-:"~'"<:''' "-, J: "'''''.. ....''\'~"... '" " "rt: ~' "~~ \ .~ ~ I~;~ r ~~ SraeET CAPACIT...( no:. o.or'Q A:l..P.OOf=t.2 Cell>";. 0. '?Co C = 24CoSVz " - - 1,/ ',I , -'" ~ ~g i ~ l! ~.,.J I~ I I ,,(;) I ," . , . ~i~ " ;:J I. I .' I INLET' . , ~_;J_. ,- , I , , -- .; '1 ;; , . I ~ ". \ 5 - ",;,\ I ): 'u ' i' M : i\'lij, 6 'Ill g ~: Sfuboui': For FUTU " ?Jim. 5Wfi Ex.HLn5il '{ " I ... I ; '---<2:0?~f430~ ,: ; -' I~ j /"\ / ~ I + t -- t 6O'r:<ol,(J '27' 1 (Y'CtlDUlIJ -/ 11"I~t I ::::J / ~.aw. CAPACITY 5 TC1.E ET PACJ..II.UJAY n:O.o/?:> n=O.o~ A: ('2.4 f=t 2 4 : 'Z. ~'? t=t Z tZ zt~ = 0.57 C2. 2/3 - n ?,;2, Worksheet Worksheet for Irregular Channel Project Description Worksheet Flow Element Method Solve For Irregular Channel - 1 Irregular Channel Manning's Formula Channel Depth Input Data '*" . Slope 0.006200 flIft Discharge 5.90 cfs Options Current Roughness Method Open Channel Weighting Method Closed Channel Weighting Method Results Mannings Coefficient Water Surface Elevation Elevation Range Flow Area Welted Perimeter .:J. Top Width . Actual Depth Critical Elevation Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type Calculation Messages: Flow is divided. Improved Lolte(s Method Improved Lolte(s Method Horton's Method 0.013 0.28 ft 0.00 to 0.50 2.5 ft' 18.46 ft 17.90 ft ~ 0.29 ft 0.004879 flIft 2.37 flIs 0.09 ft 0.37 ft 1.12 Supercritical Roughness Segments Start Station 0+00 End Station 0+27 Mannings Coefficient Natural Channel Points 0.013 Station (ft) Elevation (ft) 0+00 0+00 0+14 0+27 0+27 0.50 0.00 0.42 0.00 0.50 c:\haestadllmw\22138.lm2 02/06/03 03: 18:07 PM @ Haestad Methods, Inc. AA SIDle S"+e. -It> A A Bentley Engineering 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Project Engineer: Marc Bentley FlowMaster v6.0 [614e] Page 1 01 1 Worksheet Worksheet for Irregular Channel Project Description Worksheet Flow Element Method Solve For Irregular Channel - 1 Irregular Channel Manning's Formula Channel Depth ~ Input Data Slope Discharge 0.005000 flIft 14.50 cfs . Options Current Roughness Method Open Channel Weighting Method Closed Channel Weighting Method Improved Lotter's Method Improved Lotter's Method Horton's Method ~ Results Mannings Coefficient Water Surface Elevation Elevation Range Flow Area Wetted Perimeter Top Width Actual Depth Critical Elevation Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type 0.013 0.41 ft 0.00 to 0.50 5.3 ft" 26.93 ft 26.11 ft r 0.41 ft~ 0.42 ft 0.004328 fIIft 2.73 fils 0.12 ft 0.52 ft 1.07 Supercritical Calculation Messages: Flow is divided. Roughness Segments Start Station End Station 0+27 0+00 Mannings Coefficient Natural Channel Points 0.013 Station (ft) Elevation (ft) 0+00 0+00 0+14 0+27 0+27 0.50 0.00 0.42 0.00 0.50 c:lhaestadlfmw\22138.fm2 02/06/03 02:42:26 PM @ Haestad Methods, Inc. Bentley Engineering 37 Brookside Road Waterbury, CT 06708 USA BB ~ lope. AA -Ie 88 Project Engineer: Marc Bentley FlowMaster v6.0 [614eJ (203) 755-1666 Page 1 of 1 Worksheet Worksheet for Irregular Channel Project Description Worksheet Flow Element Method Solve For Irregular Channel - 1 Irregular Channel Manning's Formula Channel Depth ~~ Input Data Slope Discharge 0.017000 ftlfl 20.20 cis Options Current Roughness Method Open Channel Weighting Method Closed Channel Weighting Method Improved Lotter's Method Improved Lotter's Method Horton's Method .... Results Mannings Coefficient Water Surface Elevation Elevation Range Flow Area Wetted Perimeter Top Width ~ Actual Depth Critical Elevation Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type 0.013 0.37 fl 0.00 to 0.50 4.3 fl' 24.25 fl 23.5~ ~ 03 - 0.47 fl 0.004045 ftIft 4.70 ftls 0.34 fl 0.71 fl 1.94 Supercritical Calculation Messages: Flow is divided. Roughness Segments Start Station 0+00 End Station 0+27 Mannings Coefficient 0.013 Natural Channel Points Station (ft) Elevation (fl) 0+00 0+00 0+14 0+27 0+27 0.50 0.00 0.42 0.00 0.50 c:lhaestadlfmwI22138.fm2 02106/03 02:53:38 PM @ Haestad Methods, Inc. Bentley Engineering 37 Brookside Road Waterbury, CT 06708 USA cc Slope 88 +D (,C Project Engineer: Marc Bentley FlowMaster v6.0 [614e] (203) 755-1666 Page 1 of 1 ., It .... Q,~ 4.0~ ~ , 81 ~I~ D..... I ) H -.r~ -1\ .. V\ I I ~ .. I C() :1 II - ~ ~I i . . I 5 .. : I ~ --t '. ,all ." 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