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<br />. . <br /> <br />Back Swamp Dredged Channel near Lumberton, North Carolina. Approximate <br />bottom width 15 feet. Picture taken in 1915. <br /> <br />I Date of obser. <br />I \'StlOD <br /> <br /> <br />M.1 <br />'I",J!.'l,. <br /> <br />A\'er. . <br />.,. <br />maxI- <br />mum <br />depth <br /> <br />Coeffi. <br />cientol <br />rough- <br />n." <br />n <br /> <br />rn <br /> <br />~ <br /> <br />Description of channel <br /> <br />Apr. 22,1916 "' 22.' "" 25.3 1.13 1.22 0. 000792 '.038 Qmr8t. straight; 250 feet long. OrOS8 sedi01l, abrupt variations in shape; for <br />Feb. 10,1915 2. 23.1 4{).' 32' 1.2' 1.4fi . 000880 .042 variation in size, see fig. 11, B. Side ,lopu fairly regular. Bottom, fairly <br />May 17,1916 U 23.3 "'". 35.6 1.65 1.67 . 000880 .034 regular. some holes. &Jilt sandy clay. COndition, mat of overhanging <br />Feb, 3,1916 ,., 24.6 129.6 66.' 1.96 251 .000024 .034 rBgged roots on both side slopes; no weeds or grass in channel; some roots <br />Jan. 20,1916 6.1 ".2 171.9 83.1 207 2.98 . 000600 .036 in bottom. Conltructed, winter 1913. (PI. 13, C Bnd fig. 10, n.) <br />May 13,1916 ., 25.' ""' 98.. 23' 3.34 . 000700 .038 <br />Jan. 25,1915 ." 26.. 235.1 ".3 237 3.34 .00064<> .036 <br />____n_..'...n '.. .u..._' unnn_. un_n" _n____ ..un._ .n.__'_" .n.___. <br /> <br />Mean <br />hy- <br />draulic <br />radius <br /> <br />Aver- <br />.,. <br />""'" <br />section <br /> <br />Aver. <br />sur:.f:ce <br />widtb <br /> <br />Slopeo! <br />water <br />surface <br /> <br />Moan <br />veloc. <br />Ity <br /> <br />Dis. <br />charge <br /> <br />----- <br /> <br />I Average mEUlmum depth at bankful stage. <br /> <br />Chawappah Creek Dredged Channel near Shannon, Mississippi. Approximate <br />bottom width 15 feet, Picture taken 1913, <br /> <br />I Date of obset. <br />I ,"Btion <br /> <br />Feb. 6,1913 <br />Apr. 5,1913 <br />Feb. 28, un3 <br /> <br /> <br />Aver. <br />... <br />mell- <br />mum <br />depth <br /> <br />I Coeffi. <br />Slope of cient of <br />water rougb- <br />surface ness <br />n <br /> <br />Aver. <br />... <br />""" <br />section <br /> <br />Moan <br />veloc- <br />ity <br /> <br />Mean <br />hy. <br />draulic <br />radius <br /> <br />Aver- <br />su':oo <br />width <br /> <br />D1s- <br />cblU'ie <br /> <br />28 <br />7.3 <br />11.1 <br />112.0 <br /> <br />1&7 <br />31.2 <br />36.4 <br /> <br />7.5.0 <br />""" <br />1,162.6 <br /> <br />41.0 <br />156.0 <br />282' <br /> <br />1.83 <br />Ul <br />..... <br /> <br />1.95 0.000850 <br />4. 20 . 000400 <br />6. 05 . 000935 <br /> <br />nnnn nnnnn _nn.._ .._un _h_n__ n.n_nn n.n_u <br /> <br />I Average maximum depth at banktul stage. <br /> <br />11 <br /> <br />DMcrlption of channel <br /> <br />~036 <br />.03' <br />.038 <br /> <br />Cour,e, straight; 320 feet long. 0/'0&1 lection, very little varietlon in shape; <br />for variation in size, see fig. 2, D. Side llopu, quite regular except near <br />top and along edge of bottom. Bottom, quite remiar. Soil varies trom B <br />sandy loam at top to a waxy clay at bottom. Conditiont very little vega-. <br />taUon in channel; Irregularity of upper part of channel due to erosion. <br />Comtruc:Ud, May, 1911. (PI. 2, B and fig. I, D.) <br /> <br />