KITUI SAND DAMS

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Volume of Plaster Crest.-(L d+2Gf)0.05cm0.75cmV c =0.75 х 0.05 (L d +2G f )=0.04 L d + 0.08 G f=0.04L d +0.08G fL d =20m, G f =0.75m.V c =0.04 х 20+0.08 х 0.75=(0.75+0.06)0.06 isnegligibleThereforeV c =0.04L dExample.iv) Plaster upstream V usGfHsLs11Vus = HsLs + RdsB(Ldsb + Hd)2258
v) Blinding slab V b0.10.6mLdV b = 0.1 х 0.6L dV b = 0.06L dvi) Main body of the backflow.L bf0.5V wf =0.5W bf Χ L BfW fVii) Volume of slab.BfL BF0.05mW BFV pBF = 0.05 W BF .L BF59
Page 1 and 2:
SASOL FOUNDATIONFIELD OFFICELIASON
Page 3 and 4:
SECTION 1INSTITUTIONAL FACTORS3
Page 5 and 6:
Metamorphic and igneous rocks of th
Page 7 and 8: comes in have been the method of ex
Page 9 and 10: Usually, many people only think abo
Page 11 and 12: anticipated sand dam project in the
Page 13 and 14: Cost Of Sand DamsContrary to the po
Page 15 and 16: TrainingTraining is an integral par
Page 17 and 18: Each site gives 5 participants for
Page 19 and 20: SECTION 11TECHNICAL CONSTRUCTION AN
Page 21 and 22: Sand filling the riverA12 B34CBedro
Page 23 and 24: infiltration, surface flow begins a
Page 25 and 26: decreases leading to a rise in the
Page 27 and 28: ∆i = ϖ =∆xwfxf− wi− xi‘K
Page 29 and 30: Discharge.This is the water that fl
Page 31 and 32: Soft Porous MaterialParent rockNatu
Page 33 and 34: It is assumed that the channel is a
Page 35 and 36: A, B, C Represent different energy
Page 37 and 38: Cross section area of dam is = A dA
Page 39 and 40: ) Pre Hydraulic Design.At this stag
Page 41 and 42: L j = Hydraulic Length.This length
Page 43 and 44: CONSTRUCTION.Setting the trench.Thi
Page 45 and 46: avoid filling the reservoir upstrea
Page 47 and 48: 5) Masonry comprising Hard core and
Page 49 and 50: 0.5mSection X-X49
Page 51 and 52: 0.73m56 26 30.73mH dH d1.0m 1.0m1 4
Page 53 and 54: Plan and section view of the finish
Page 55 and 56: Key.1 W dc 75cm when off the ground
Page 57: VOLUME DERIVED FORMULAS FOR MAJOR D
Page 61 and 62: Cement is also in V e , V us , V b
Page 63 and 64: Number of rings per evaragecolumns.
Page 65: Summary of derived formulas.• V w
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KITUI SAND DAMS

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