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<br />~ <br /> <br />SIMPLIFIED DAMBREAK MODEL <br />FORTRAN LANGUAGE INTERACTIVE VERSION <br />WRITTEN BY JONATHAN N. WETMORE HRL MAY, 1983 <br />INPUT "SHORT" FOR SHORT VERSION, "LONG" FOR FULL MODEL <br />LONG <br />INPUT NAME OF DAM <br />TEST4 <br />INPUT RIVER NAME <br />NON-PRISMATIC #4 <br />INPUT DMI CREST ELEVATION (FT. MSL) <br />1100.00 <br />INPUT FINAL BREACH BOTTOM ELEVATION (FT. MSL) <br />1000.00 <br />INPUT VOLUME OF RESERVOIR (AC-FT) AT MAX POOL ELEV <br />IF N/A ENTER O. AND VOL WILL BE EST. FROM SURF. AREA <br />0.00 <br />INPUT RESERVOIR SURFACE AREA (ACRES) AT MAX POOL ELEV <br />IF N/A ENTER O. AND S.A. WILL BE EST. FROM VOLUME. <br />SOO.OO <br />INPUT FINAL BREACH WIDTH (FT) <br />IF N/A ENTER O. DEFAULT USED = 2 * BREACH DEPTH <br />100.00 <br />INPUT TIME (MINUTES) REQUIRED FOR BREACH FORMATION <br />IF N/A 1 ENTER O. <br />90.0u <br />INPUT TURBINE/SPILLWAY/OVERTOPPING FLOW (CFS). <br />IF N/A~ ENTER 0.0. DEFAULT = 0.0 <br />1500.uO <br />INPUT NUMBER OF X-SECTIONS (STARTING AT DAM) USED TO <br />DESCRIBE ROUTING REACH. (MIN=l, MAX=8) <br />S <br /> <br />INPUT NUMBER OF PAIRS OF ELEV-TOPWIDTHS USED TO <br />DESCRIBE EACH X-SECTION (MIN=2, MAX=8) <br />S <br />INPUT LOWEST CHANNEL ELEV.(FT.MSL) AT X-SECTION # 1 <br />(ELEVATION OF BASE OF DAM (FT. MSL)) <br />1000.00 <br />INPUT ELEV(FT MSL) # 2 AND ASSOC. TOPWIDTH FOR X-S # 1 <br />102S.00 <br />2S0.00 <br />INPUT ELEV(FT MSL) # 3 AND ASSOC. TOPWIDTH FOR X-S # 1 <br />10S0.00 <br />SOO.OO <br />INPUT ELEV(FT MSL) # 4 AND ASSOC. TOPWIDTH FOR X-S # 1 <br />107S.00 <br />7S0.00 <br />INPUT ELEV(FT MSL) # S AND ASSOC. TOPWIDTH FOR X-S # 1 <br />1100.00 <br />1000.00 <br />INPUT MANNING N AT X-S # 1 (DEFAULT = O.OSO) <br />0.000 <br />INPUT VALLEY WALL HEIGHT ABOVE CHANNEL BOTTOM AT X-S # 1 <br />IF N / A INPUT O. <br />0.00 11-15 <br />