Underground hydromechanics

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Uploaded: 22.10.2016
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Problem # 22. Show graphically the distribution of pressure and find the pressure gradient in a straight line, parallel movement in the reservoir of incompressible liquid under the linear law of filtration using the following data: the length of the layer LK = 5 km, layer thickness h=10 m, the width of the gallery B = 300 m, permeability coefficient of the stratum k = 0,8. D. the Pressure in the gallery RG = of 2.94 MPa (30 kgf/cm2), dynamic coefficient of viscosity μ = 4 SP, flow gallery, Q = 30 m3/day.

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