8.0 m 5.0 m 1.1 m A Z Sandy Silt, ML y = 17 kN/m³ y = 17.5kN/m³ c' = 10 kPa p' = 28° K = 0.54
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A soil profile is shown in Figure ?-?. Compute the shear strength on the horizontal
plane at point ?, and on the vertical plane at point ?.
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- In the figure below, what should be the reservoir level h to maintain a floe of 0.01 m³/s through the commercial stee annulus 30 m long? Neglect entrance effects and take density 1000 kg/m³ and kinematic viscosity 1.02x10-6 m²/s for water. Hint: use hydraulic diameter D₁ = 2(a-b). Water O 5.32 m O 2.15 m O 3.71 m O 1.69 m h = ? (1) a = 5 cm b=3 cm L = 30 m Q, VSITUATION 4: As soil profile shown below. The sand above the ground water table is dry. Other data pertaining to the table as follows: H₁ 4m, H₂= 3.2m, H₂ = 1mAn artesian aquifer 25-m thick has a porosity of 17% and bulk modulus of compression 2400 kg/cm². Estimate the storage coefficient of the aquifer. Bulk modulus of elasticity of water = 2.14 x 104 kg/cm². S = 1₁ nb 1 1 + KnK₂ Select one: O a. 0.00106 O b. 0.00015 O c. 0.01 O d. 0.002
- Find the seepage velocity through soil 1 if the average velocity is 0.0073 meters per second. Use 3 decimal places. H1 = 1.25 m n1 = 32%H2 = 2.51 m n2 = 22% H3 = 2.51 m n3 = 28%W1=2.0 kN/m W2= 1.3 kN/mhere are the answer, only need solutions 1.f = 11.46 MPa 2.Mcr= 88.90 kN-m 3.fconc= 17.14 MPa; fsteel= 318.20 MPa
- a=4 mb=7 kN/mQuestion 2 Refer to Figure 2 below. If the water surface elevation in reservoir B is 110 m, what must be the water surface elevation in reservoir A if a flow of 0.06 m³/s is to occur in the cast-iron pipe (ks = 0.26 mm)? The kinematic viscosity of water at 10°C = 1.3x10-6 m²/s. Ignore all minor headlosses. Elevation = ? Water T= 10°C Elevation = 110 m B L= 150 m D = 15 cm Cast-iron pipe L=100 m, D = 20 cm, cast-iron pipe Figure 2SOLUTION. Wo = 6.16 kN/m L = 5.17m EI y = ? A 7/2 LLLLLLLL Wo 4 4₂
- PROBLEM 3: A reservoir with a 3,400m? area is underlain by layers of stratified soils as depicted in the figure shown below. Compute the coefficient of permeability in m/hour. a. 0.0385 m/hr c. 0.0145 m/hr average vertical b. 0.0295 m/hr d. 0.0545 m/hr Water reservoir 15m k, = 5 cm/hr L= 4m k, = 2 cm/hr L2= 3m k, = 2.5 cm/hr L3= 2m k, = 3 cm/hr La=8m IMPERMEABLE LAYER FIGURE 55-09(1)SO6W1 = 10 KN/m a = 2m b = 3mQ1) calculate stress tensor of a reservoir if you were given the following information: S1= 70 MPa, S2= 80 MPa, S3= 35 MPa and the SHmax is oriented to the North?