Laserfiche WebLink
<br />Hogback Canal - Calculations of Seepage rates for ponding tests. <br /> <br />Pond No. 1 <br />'1 <br /> <br />OG2~35 <br /> <br />" <br /> <br />. <br /> <br />--r <br /> <br /> <br />a 22ft <br /> <br />~ <br /><:=5.0 <br /> <br />P w = b+ [ h2+~] 112(2) <br />P w = wetted perimeter <br />Pwl = 12+ [3.522+5.02]1/2(2) = 24.23 <br />Pw2 = 12+ [3.402+4.82]1/2(2) = 23.76 <br /> <br />1580 ft <br /> <br />~ <br /> <br />A = 1/2 (a+b)h <br />A = cross sectional area <br /> <br />Al = 1/2(22+12)3.52 = 59.84 ft2 <br />VI = Al (L) = 59.84(1580) = 94,547ft3 <br />A2 = 1/2(12+21)3.40 = 56.10 ft2 <br />V2 = A2(L) = 56.10(1580) = 88,638 ft3 <br />6.V = V 1-V2 = 94,547 ft3 <br /> <br />Aw = wetted area = Pw(L) Seepage =6.V f~/Avg. Aw ft2mme (days) <br />Awl = Pwl(L) = 38,283.4 ft2 <br />Aw2 = Pw2(L) = 37,540.8 ft2 Seepage = 5,909 ft3/37,912ft2/2days = 0.08 ftlday <br /> <br />Average Aw = 37,912 ft2 <br />Seepage minus evaporation] = 0.08 ftlday - 0.01 ftlday = 0.07 ftlday <br /> <br />Pond No.2 <br /> <br />. <br /> <br />--r <br /> <br /> <br />a 18 ft <br /> <br />.84 ft 3.66 ft <br />~b=lOft <br /> <br /> <br /><:=4.0 <br /> <br />P wI = 10+ [3.842+4.02] 1/2(2) = 21.09 <br /> <br />Pw2 = 10+ [3.662+3.22]112(2) = 19.72 <br /> <br />Awl = Pwl(L) = 29,526ft2 <br />Aw2 = Pw2(L) = 27,608 ft2 <br />Average Aw = 28,567 ft2 <br /> <br />'I <br /> <br />~ <br /> <br />Seepage minus evaporation] = 0.07 ftlday - 0.01 ftlday = 0.06 ftlday <br /> <br />. <br /> <br />1400ft <br /> <br />Al = 112(18+10)3.84 = 53.76 ft2 <br />VI = Al (L) = 53.76(1400) = 75,264ft3 <br />A2 = 1/2(17+10)3.66 = 49.41 ft2 <br />V2 = A2(L) = 49.41(1400) = 69,174 ft3 <br />8. V = V r V 2 = 6,090 ft3 <br /> <br />Seepage = 6.V ft3/Avg. Aw ft2rrime (days) <br />Seepage = 6,090 ft3128,567 ft2/3days = 0.07 ftlday <br /> <br />] Evaportation value from Water Use Prodution, Functions of Selected Agronomic <br />Crops in NW New Mexico. <br /> <br />13 <br />