PUBLICATIONS - Report "Downstream-Upstream Reservoir Routing" by M. E. Jennings In Reply Refer To: December 21, 1977 EGS-Mail Stop 415 SURFACE WATER BRANCH TECHNICAL MEMORANDUM NO. 78.05 Subject: PUBLICATIONS - Report "Downstream-Upstream Reservoir Routing" by M. E. Jennings The enclosed report provides guidelines for use of a computer program that either routes a known inflow hydrograph downstream through an uncontrolled reservoir to form an outflow hydrograph or routes a known outflow hydrograph upstream to form an inflow hydrograph. A modified Puls method is used for the routing computations. The program should be useful in Federal Insurance Administration, HUD, flood studies and also for studying the effects of embankment storage at highway culverts and the effects of SCS detention ponds on downstream flows. When using the program, particular care is required in selecting the time interval of the computations (DT). As noted on page 2 of the report, DT should be smaller than 2 (S2/02) for all S/O values when routing in a downstream direction. Not noted in the report is a requirement that DT be somewhat larger than 2(S2/02) when routing in the upstream direction. Im- proper DT values may indicate negative flows in the computed hydrograph. The described program has been identified as program number A697 and stored in the Reston computer. Access to the program requires the following JCL cards: /*RELAY PUNCH RE2 (Job Card) // EXEC PGM=A697,REGION=150K //STEPLIB DD DSN=SYS1.LOADLIB,DISP=SHR //FT06F001 DD SYSOUT=A //FTO5F001 DD * (Data Cards) /* // &&& Page 2 Any problems in the use of the program should be reported to the Surface Water Branch. Only enough copies of the report are available for this distribution. Additional copies soon will be available from NTIS, Springfield, Virginia, as Computer Contributions. Harry H. Barnes, Jr. Enclosure WRD Distribution: A, FO-LS