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<br />8497 <br /> <br />SUPPLEMENTAL CROSS-SECTION DATA <br /> <br />left bank <br /> <br /> <br />8495.1 <br />8495 ---0- <br /> <br /> 8492.76 (HWMI <br /> 8493 10- <br /> 8492.6 <br /> 11 <br />:::; 8491.6 <br />"' "17 <br />> <br />"' <br />~ 8491 I ~n=OO451 <br /><( <br />"' <br />en ~ n =0.060 <br />z <br /><( <br />w n=O.035 <br />~ 6469.4 <br />.... 8489 22 <br />"' <br />"' <br />~ <br />;;; Water level <br />Z 8487.3 August 4, 1982 <br />0 32 <br />;:: 8487 <br /><( 8486.B <br />> 80 <br />"' <br />~ 6485.55 <br />"' <br /> 8485.70 60 <br /> ~ 8484.8 <br /> 8485 8484.8 60 <br /> 3'l 8484.8 <br /> 55 <br /> 8483 8482.7 8482.6 <br /> 37 49 <br /> Short Silt and <br /> grass boulders <br /> Brush <br /> <br />Right bank <br /> <br /> <br />8493.2 <br />347 <br />8492.40tHWMI <br />338 <br /> <br />Water level July 15, 1982 <br /> <br />120 <br /> <br />n= 0.035 <br /> <br />EXPLANATION <br />GROUND POINT <br />8492.6 ELEVATION <br />---" STATION <br />n MANNING'S ROUGHNESS <br />COEFFICIENT <br />HWM HIGH WATER MARK <br /> <br />8481 <br />o <br /> <br />80 <br /> <br /> <br />320 <br /> <br />360 <br /> <br />n=O.075 <br /> <br />8487.1 <br />89 <br /> <br />8487.7 <br />---r47 <br /> <br />40 <br /> <br />Dense brush <br /> <br />160 200 240 <br />STATIONING. IN FEET <br /> <br />280 <br /> <br />FIGURE 63.-Fall River cross section at river mile 6.50 (site 1). <br /> <br />73 <br /> <br />400 <br />