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<br /> Iable 3.1 1989 Stream Gaging and Sediment Sampling Results. <br /> 1---------------------- SUSPENDED SEDIMENI ------------------------I-HELLEY-SMITB--I <br /> Ratio Estimate <br /> !l-S of Bed <br /> RIVERILOCATION DATE Water Percent Iotal Wash Suspend. Iotal Wash Suspend. Sediment Calc. to Material <br /> Discharge SUe/Clay CODe. Cone. Sand Su..pended Load Sand Di..eharge Cone. Iotal Sus. Load!tJ <br /> Cone. Load(dry) Load Qs Sand Load <br /> cfs % mall mall mall ton,,/day tOla/day tOla/day tOla/day mall % tala I day <br /> COLUMIl: 1 2 3 4 5 6 7 8 9 10 11 12 <br /> YAMPA <br /> Juniper !lot 5/24 4085 75.0%,11 491.11 368 123 5415 4062 1354 548 41 10.1% 1902 <br /> Springs, Co. 6/07 2742 57.1% 116 66 50 859 490 368 635 65 73.9% 1003 <br /> 6/25 1073 75.0% 209 157 52 606 454 151 14 5 2.3% 166 <br /> YAMPA <br /> Above Conf!. 5/25 3392 83.1% 614 510 104 5622 4672 950 174 17 3.1% 1124 <br /> vI L. Snake 6/06 2527 75.0%,11 120 90 30 819 614 205 54 7 6.6% 258 <br /> (Lily Park) 6/24 1365 100.0% 87 87 0 321 321 0 7 2 2.1% 7 <br /> L.SNAKE <br /> Dixon, WY 5/26 841 T 100.0% 1470 1470 0 3338 3338 0 60 18 1.8% 60 <br /> 6/05 583 I 66.7% 46 31 15 72 48 24 37 18 50.5% 61 <br />W 612.3 41 100.0% 72. 72 0 8 8 0 0 1 3.0% 0 <br />I L.SNAKE <br />0\ <br /> Baggs, WY 5/26 824 100.0% 230 230 0 511 511 0 16 7 3.2% 16 <br /> 6105 531 50.0% 123 62 62 176 88 88 14 8 8.1% 102 <br /> 6/2.3 100 100.0% 46 46 0 12 12 0 1 2 5.5% 1 <br /> L.SNAKE <br /> Route 4, CO 5126 763 4.0% 1351511 541 129H 27824 1113 26711 201 84 0.7% 26912 <br /> 6105 605 8.3% 4797 398 4399 7837 650 7187 116 62 1.5% 7303 <br /> 6/23 111 66.7% 102 68 34 31 20 10 40 122 129.4% 50 <br /> L.SNAKE <br /> !lvy 318. CO 5/25 1089 22.2% 2932 651 2281 8624 1915 6710 979 272 11.3% 7688 <br /> 6/06 751 4.0% 4654 186 4468 9436 377 9058 243 105 2.6% 9301 <br /> 6/24 185 100.0% 92 92. 0 46 46 0 18 26 39.8% 18 <br /> L.SNAKE <br /> Lily Gage, CO 512.5 1090 I 35.5% 1506 535 971 4432 1573 2859 552 158 12.5% 3411 <br /> 6/06 617 T 1.8% 9546 172 9374 15903 286 15616 648 369 4.1% 16265 <br /> 6124 167 80.0% 277 U2 55 125 100 25 513 289 0 232.2% 314 <br /> I denotes 1,1 Assumed 75% Wash load, due to lab error in reduction. <br /> Discharge 11 Based OD one bottle. <br /> by Telemetry ~.1 Noticeable upvelling from dune bedforms, high transport influencing sample. <br /> otherwise ~1 Bed Material Load estlmated by combining Suspended Sand Load fraction of <br /> ,a,ed values. measured Suspended Sample and Belley-Smith Sample. <br />- - - - - - - - - - - - - - - - - - .. <br />