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<br />TEST RUN NO. 2 <br />SPILLwAY HATING AND FLOOD ROUTING <br />TEST RUN ON PROGRAM NO. 22-10 (FORTRAN) <br />SADDLE SPILLWAY USING 6-!)OJ(20FOOT GATES AND-I-3-FO(lT-OIAMETER'--CO-IIiDUn-- <br />5 FEET OF INDUCED SURCHAR6E IN ANT~CEDENT AND SPILLwAY DESIGN FLOOD <br /> <br />SING <br /> <br />ITYSP INDCON ISPITW IABCOA ISPILN <br />." "..I 0_____10___J'O___'''-'O'_'__ _ __-=-0 <br /> <br />ABUTMENT CONTRACTION COEFFICIENT <br /> <br />ISRCO ISPCTW ITA~LE <br />-0 ,,_-----1_0____,~,O_'u, <br /> <br />KA <br />KA <br /> <br />0.005 0.030 0.053 0.074 0.092 0.112 0.123 <br />0.137 0.150 0.162 0.174 0.182 0.189 0.194 <br /> <br />SS <br /> <br />EL TFC. <br /> <br />STFC <br />384400 <br /> <br />ELST <br /> <br />PER TIME <br /> <br />CHCAP QMINl <br /> <br />0.00 <br /> <br />475.00 <br /> <br />441.00 <br /> <br />6.00 0.00 <br /> <br />4000 0 <br /> <br />PERHO <br />100 <br /> <br />EL TSUR---'ELSURO-' 'QSURO <br /> <br />TS <br /> <br />C <br /> <br />cLINEP--CONMIN <br /> <br />'QMIN2 ''''''tRRHD <br /> <br />480.00 <br /> <br />475.00 <br /> <br />o 11.00 557.20 <br /> <br />386.50 <br /> <br />0.00 4000.00 <br /> <br />0.50 <br /> <br />NGATES SPWIO DESHO <br /> <br />ELSPI <br /> <br />APEL <br /> <br />APWIO APLOSS <br /> <br />PDPTH <br /> <br />6.0 <br /> <br />300.00 39.00 <br /> <br />455.00 <br /> <br />440.50 <br /> <br />340.00 0.300 <br /> <br />5.0 <br /> <br />EXHIBIT 5 <br /> <br />'---------"6 <br />