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<br />PROGRAM QUESTIONS OA PROBLEMS SHOULD BE DIRECTED TO HYDRAULIC ENGINEERS AT THE SCS NATIONAL TECHNICAL CENTERS: <br />CHESTER, PA (NORTHEAST) -- 215-499-3933, FORT WORTH, TX (SOUTH) -- 334-5292 (FTS) <br />LINCOLN, NB (MIDWEST) -- 541-5318 (FTS), PORTLAND, OR (WEST) -- 423-4099 (FTS) <br />PROGRAM CHANGES SINCE MAY 1982: <br />12/17/82 - CORRECT PEAK RATE FACTOR FOR USER ENTERED DIMHYD <br />CORRECT REACH ROUTING PEAK TRAVEL TIME PRINTED WITH FULLPRI NT OPTION <br />5/02/83 - CORRECT COMPUTATIONS FOR --- <br />1. DIVISION OF HASEFLOW IN DIVERT OPERATION <br />2. HYDROGRAPH VOLUME SPLIT BETWEEN HASEFLOW AND ABOVE BASEFLOW <br />3. CROSS SECTION DATA PLOTTING POSITION <br />4. INTERMEDIATE PEAK WHEN "FROM" AREA IS LARGER THAN "THRU" AREA <br />5. STORAGE ROUTED REACH TRAVEL TIME FOR MULTIPEAK HYDROGRAPH <br />6. ORDERING "FLOW-FREQ" FILE FROM SUMMARY TABLE #3 DATA <br />7. BASEFLOW ENTERED WITH READHYD <br />B. LOW FLOW SPLIT DURING DIVERT PROCEDURE #2 WHEN SECTION RATINGS START AT DIFFERENT ELEVATIONS <br />ENHANCEMENTS --- <br />1. REPLACE USER MANUAL ERROR CODES (PAGE 4-9 TO 4-11) WITH MESSAGES <br />2. LABEL OUTPUT HYDROGRAPH FILES WITH CROSS SECTION/STRUCTURE, ALTERNATE AND STORM NO'S <br />09/01/83 - CORRECT INPUT AND OUTPUT ERRORS FOR INTERMEDIATE PEAKS <br />CORRECT COMBINATION OF RATING TABLES FOR DIVERT <br />CHECK REACH ROUTING PARAMETERS FOR ACCEPTABLE LIMITS <br />ELIMINATE MINIMUM REACH TRAVEL TIME WHEN ATT-KIN COEFFICIENT EQUALS ONE <br />1 <br />(Revised 12/00) Attachment 2.05.3(3) -10-43 <br />