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<br />NQ 6.200 <br /> <br />. NORMAL BRIDGE,NRD' 14 MIN ELTRD' 6995.20 MAX ELLC, 6992.20 <br /> <br />20 TRIALS ATTEMPTED WSEL1CWSEL <br />PROBABLE MINIMUM SPECIFIC ENERGY <br />CRITICAL DEPTH ASSUMED <br />STA 25+05 . JUST INSIDE UPSTREAM END 'iF [&RG RR BRIDGE <br />6.20 1.91 6973.91 6973.91 .00 69/4.87 .'.16 <br />2~O. O. 240. O. O. 30. O. <br />.15 .00 I.i:i/ .57 .025 .013 .025 <br />023.29 65. tiS. 65. 20 21 0 <br /> <br />" .09 6972.00 <br />, " <br />J. 6, 6972.00 <br />.000 6972 .00 240.04 <br />-34:3.34 228,89 468.92 <br /> <br />OJ""87 10:28:23 <br />ECNO DEPTH GW.SEL cms WSELK H HV HL OLOSS BANK ELEV <br /> ~LOB OCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT <br />IME VLOB VCH VROB XNL Xt-iCH XNR WTN ELM IN SSTA <br />LOPE XLOBL XLCH XLOBR lTRIAL IDC ICONT com TOPWID ENDSI <br /> <br />PAGE 10 <br /> <br /> <br />NO 7.000 <br /> <br />OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA, <br /> <br />b9QS.20 ELREA= <br /> <br />6995.20 <br /> <br />STA 25+08 - JUST UPSTREAM FRUM D&RG RR <br />7.00 2.12 6974.12 .00 .00 ",974. ')0 r .01 .02 6972.00 <br /> . 0 <br />140, 240. 0, O. " 0 3. 6. 6m.00 <br />v. '4 c. <br />.15 .00 7.09 .00 .[145 .040 .045 .000 6972.00 411. 00 <br />lJ~08 3. 3. 3. , n 0 .00 16.00 427.00 <br /> c " <br /> <br />NO 8.000 <br /> <br />OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA' <br /> <br />t,nt,,60 ELREA: <br /> <br />6985.70 <br /> <br />STA 27+87 - JUSI DOWNSTREAM FROM WASHINGTON ST. <br />8.00 1.91 6978.21 .00 .00 691'9.01 <br />240. O. 240. D. O. 34. <br />.Ib ,00 7.16 .00 ,045 .040 <br />16233 279. 279. 27'.1. 17 0 <br /> <br />.80 4.11 .00 6976.40 <br />O. 3. 6, 6976.40 <br />.045 .000 6976.30 223,00 <br />0 .00 18.00 241.00 <br /> <br />N(I 8.100 <br /> <br />DIVIDED FLOW <br /> <br />NORMAL BRIOGE,NRDo 21 MIN ELTRDo 7[100,00 MAX ELLCo 7000.00 <br /> <br />20 TRIALS ATTEMPTED WSEL,CWSEl <br />PROBABLE MINIMUM SPECIFIC ENERGY <br />CRTTICAL DEPTH ASSUMED <br />STA 27+90 - JUST INSIDE DOWNSTREAM END Of WASHINGTON ST. BRIDGE <br />t:.lO 3.03 6919.33 6979.33 .00 69:::0.41 1.ot: .04 <br />240. O. 240. O. D. 29. O. J. <br />.16 .00 <br /> <br />;::.34 .00 .045 .024 .045 .000 <br />,; 3. 2G 1l:: 0 -5.68 <br />~c <br /> <br />6. <br />6916.30 <br />IS.b7 <br /> <br />,08 6980.30 <br />6980.30 <br />223.57 <br />240.43 <br /> <br />1087::: ). <br /> <br />N(l 8.200 <br /> <br />DIVlOED FLOW <br />