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• <br />the hydrograph measured at gaging station G. <br />Also the sediment yield will be predicted and <br />compazed with the measured sediment yield. <br />Then the same flood will be routed through the <br />watershed with two proposed reservoirs. To <br />determine the effects of the reservoirs, the <br />outflow hydrograph and sediment yield will be <br />compazed to the outflow hydrograph and sedi- <br />ment yield of the present~ondition routing. <br />Comment cazds and keywords aze used liber- <br />ally in the example problem to acquaint the user <br />with Hl'1~I0. Alter becoming familiar with <br />HYMO, the user may write fewer comments and <br />keywords, but generally users find them both <br />quite helpful in describing the problem. To sale <br />space in the example problem, iew of the <br />hydrographs aze printed or plotted. Some users <br />may choose to print and plot all hydrogra~hs. <br />LEGEND <br />• <br />( 5 <br />N...` <br />~ ~ L, <br />1 ~ /~ <br />J(/ f~/' 301 <br />014 200 <br />\ ~ Ji <br />WATERSHED BOUNDARY <br />- ~ SUBWATERSMED BOUNDARY <br />VS-I .VALLEY CROSS SECTION N0.1 <br />~~i ROUTING REACR NUMBER I <br />2 UNDERLINED STATIONS NOT IN <br />OPERATION <br />SOI PROPOSED RESERVOIR SITE <br />NUMBER <br />301 INCREMENTAL AREA NUMBER <br />Oy6 RECORDING RAIN GAGE <br />~ ,a,,. <br />,B3oz J I J <br />~/~ ~~ l <br />vas T +,°'~~ //^~ I <br />//// pl~ <br />vs / / lae I <br />~l~' / <br />A i /:,°° r <br />~S- `'. <br />.. ~~/ <br />_ ~_ e~~ <br />66 aye <br />~y <br />_/~\ __~~/~ - VS-20 <br />30 <br />I <br />1. <br />1 <br />1 <br />SCALE <br />I 3/4 %2 %4 0 I <br />MILE MILE <br /> <br />Figure 4. Brushy Creek watershed near Riesel. Tex. <br />f <br />7-6-1-10 <br />