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<br />I <br /> <br />SECHO DEPTH CWSEL CUllS lISELI< IX> HV HI. OLOSS BANK ELE:v <br />Q Q10B QCH QROB llLOB AClI AROIl VOL Tl<A LlTIIRIQIT <br />TIME VLOB \ICH VROB ""L llNOI llNR lI'l'I< EU<IN SSTA <br />SWPE XLOBL lCLCH XLOBR ITIUAL me ICOfI CORAR TOPwm ENDST <br />.PROf' .4 <br /> <br />I <br /> <br />I <br /> <br />nn.EQ - 1. THEREF'ORE FRIC"IION LOSS (HL) IS CALO.JLATED AS A F'UiC'J'ION OF <br />PROFILE TYPE, WHICH CAN VARY FRai REACH TO REACH. SEE DOC'lMENl'ATION FOR <br />OC'IAILS. <br /> <br />I <br /> <br />CRITICAL DEPTH 'to BE CAI.Cl1LM'ID AT ALL CROSS SD:"I'IONS <br />AI.LOWi\BLE DU\OR FOR CRITICAL DEPTH DE'l'ERoUNATION (AI.LDC) - .100 pEftCEHl' OF mE DEPTH <br /> <br />I <br /> <br />corv- .300 a:.HV- <br />.s~o 5.000 <br />3280 CROss SECTION <br /> <br />1.30 FEET <br /> <br />.500 <br /> <br />5.00 EX'l'DIDrn <br /> <br />I <br /> <br />CROSSOCTIONS ARE OOOED FReI'! UTl' TO RIGHT FACIK; IJON'iS'l'REN'5 <br />BEGINNING STATION - 200 UNLESS INDlCA7ED O'IHERWISE <br />10.10 5243.70 5241.54 5243.70 5243.98 .28 <br />761. 2118. '20. 368. 400. 425. <br />2.07 5.29 1.46 .060 ..045 .060 <br />O. O. O. 0 12 0 <br /> <br />5239.20 <br />5239.00 <br />200.00 <br />'67.51 <br /> <br />5.00 <br />3500. <br />.00 <br />.001631 <br /> <br />.00 <br />O. <br />.000 <br />.00 <br /> <br />.00 <br />O. <br />5233.60 <br />"67.51 <br /> <br />I <br /> <br />o <br />.S~O 8.000 <br />3280 CROSS SECTION <br /> <br />1.43 FEET <br />.00 5244 .08 .25 .09 .01 5239.20 <br />385. 406. "'3. 2. 1. 5239.00 <br />.060 .045 .060 .000 5233.60 200.00 <br />2 13 0 .00 4181.83 681.B3 <br /> <br />8.00 DmNDm <br /> <br />I <br /> <br />B.DO <br />3500. <br />.00 <br />.001466 <br /> <br />5241.54 <br />665. <br />1.44 <br />60. <br /> <br />10.23 <br />715. <br />2.01 <br />60. <br /> <br />5243.83 <br />2060. <br />5.07 <br />60. <br /> <br />o <br /> <br />I <br /> <br />SPECIAl. BRIDGE: <br /> <br />SB XK XKOR <br />1.05 1.56 <br /> <br />BliP <br />1.00 <br /> <br />IlARI'A <br />144.00 <br /> <br />ss ELalU ELCIID <br />.00 5233.'0 5233.60 <br /> <br />coro <br />2.90 <br /> <br />RDL!:N <br />.DO <br /> <br />8"" <br />25.00 <br /> <br />I <br /> <br />.SEOlO 20.000 <br />3280 CROSS SECTION <br /> <br />20.00 EXT'ENDm <br /> <br />.55 FEET <br /> <br />I <br /> <br />PRESSURE AND WEIR FlOW <br /> <br />1 <br />06/21/88 <br /> <br />13:50:10 <br /> <br />I <br /> <br />SEeNO <br />o <br />TIME <br />SLOPE <br /> <br />DEPTH <br />OLOB <br />VLOB <br />XLOBL <br /> <br />CWSEL <br />QCH <br />VCli <br />lCLCH <br /> <br />HV <br />AROS <br />llNR <br />ICOfI <br /> <br />HI. <br />VOL <br />Ii'1'N <br />CORAR <br /> <br />OLOSS BANK ELtV <br />'l'WA LEF"l'/RIGHT <br />E.LMIN SS7A <br />TOPWID ENDST <br /> <br />CUllS <br />OROS <br />VROB <br />XLOBR <br /> <br />WSW< <br />llLOB <br />'0.0. <br />ITIUAL <br /> <br />IX> <br />ACH <br />llNOI <br />me <br /> <br />I <br /> <br />III <br /> <br />EOPRS EGLW:: .3 Oh"ElR QPR IlAREA 'J'RAPEZOIO EL!.C EL 1'RD <br /> AREA <br />5258.14 5243.92 .01 2358. 1152. 144. 144. 5239.60 5244 .50 <br /> FOOl'HILLS PARKWAY: IXXJBLE 12X6 BOX aJLVERT. 0' BLOCKAGE <br />20.00 11.15 5245.35 .00 .00 5245.38 .OJ 1.30 .00 5240.40 <br />3500. 2082. 993. 425. 2007. SOB. 67.. 10. 3. 5241.00 <br />.0' 1.0' 1.96 .'3 .060 .0'5 .060 .000 5233.60 846.12 <br />.000203 160. 160. 160. 2 0 , .00 133.28 1680.00 <br /> <br />I <br /> <br />I 0 <br /> "SEooD 22.000 <br /> 3280 CROSS SECTION 22.00 EllTImED .56 FEET <br /> 22.00 11.76 5245.36 5241.30 .00 5245.39 .03 .00 .00 5240.40 <br />I 3500. 2082. 191. 427. 2012. S08. 683. 11. J. 5241.00 <br /> .0' 1.03 1.95 .62 .060 .045 .060 ..000 5233.60 846.66 <br /> .000201 20. 20. 20. 1 32 0 .00 833.34 1680.00 <br /> 0 <br /> .SEOJO 25.000 <br /> <br />III 5005. 80 TRIALS NOT ENOUGH FOR CRJTlCAL DEPTH 5242.479999999.009999999.00 100050.00 5243.21 9'9999.00 <br /> <br />'l'RAC:r. <br /> <br />.me <br /> <br />Dl <br /> <br />D2 <br /> <br />HV <br /> <br />me <br /> <br />ITtDC <br /> <br />ro: <br /> <br />lIS!:L <br /> <br />PWSEL <br /> <br />II <br /> <br />PAGE J4 <br /> <br />03 <br /> <br />DCASE <br />