d) What is the equivalent permeability which will govern the productivity of the following well? re= 700 ft Ke = 500 md rw = 4 inch ka= 5 md ra= 2 ft
Q: What is the Vertical Reaction at A? What is the Moment at A? What is the Vertical Reaction at B?…
A:
Q: THREE MOMENT EQUATION Analvze the given beam using the method of Three-Moment Equation. Draw also…
A:
Q: The concentration of vinyl chloride 3.5 km downwind from a continuous release 10 m high is 8 mg/m3.…
A: Given, Concentration of vinyl chloride =3.5 km C1=8 mg/m3 Wind speed = 25 km/hour
Q: Compute the centroidal distance with respect to x- and y- axis of the figure below. 1.5 cm 3 cm 2 cm…
A:
Q: A В C D' | 280 kip.ft 10ft 10ft 10ft tf y |1/4 d В d d x- y -by-
A: The given data is shown below: σx=-10 ksiζxy=-3 ksi
Q: It is the force that is being computed in the Truss Analysis O Axial Force O Compressive Force O…
A:
Q: Q.1 For the concrete dam shown in figure, square I is (1.5x1.5m). Find: 1. value of hị and h; if (i)…
A:
Q: Determine the force in members CDof the truss in kN and state if the members are in tension or…
A:
Q: Compute the centroidal distance with respect to x- and y- axis of the figures below. I. 3 in 4 in 6…
A:
Q: o00 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the…
A: given- breadth of plate Bp=300 mmsettlement of plate Sp=15 mmbreadth of footing Bf=1 m=1000 mm
Q: A point load of 700 kN is applied on the surface of thick layer of saturated clay. Using…
A: 1 Soil is homogeneous Isotropic semiinfinite and elastic. 2 Hooke's law is valid 3 Self weight of…
Q: Determine the force in members GD of the truss in kN and state if the members are in tension or…
A: Calculate force in member GD and it's nature in given truss.
Q: soil has a void ratio of 0.70, degree of saturation 50% and G =2.7. Find the water content,…
A:
Q: of 0.70, degree of saturation 50% and G. =2. ensity. By how much can the water content
A:
Q: Determine the oil surface elevation at section 1. Elevation = ? 60 m k,- 0.040 mm 8-0.1 m Elevation…
A:
Q: The beam with, cross-section shown, is subjected to the load shown. Using E-200 GPa, determine a.…
A:
Q: The quarter ring shown has a mass m and was cut from a thin, uniform plate. Knowing that r1 = fr2,…
A:
Q: Question 10. A simply supported W14x90 beam has a span length of 42 feet and is laterally braced (at…
A:
Q: Compute the centroidal distance with respect to x- and y- axis of the figure below. I. 1.5 çm 3 сm 2…
A:
Q: What are types and application of geosynthetics?
A: ,This question is from geotech and in this question application and type of geosynthesis is asked
Q: A annular steel tube having a tubing diameter 20mm, casing diameter of 60mm and a length of 175m is…
A:
Q: A soil has e=0.75 We= 21 % Gs=270 using a Phase diagram determine a) To tal density b) dry densiz y…
A:
Q: When laying out end to end the steel rails of a LRT track what considerations have to be observed…
A: While laying steel rails on a railway track, a pre-determined space is provided between the two…
Q: ONo 2 Differentiate the following terms very briefly? () (11) (ii) (iv) (v) Absorption and…
A: Modulus:- Knowing when an object or material will bend or break is one of the most critical…
Q: • Determine the y. Measure it from the x-axis. 3 in. 3 in.j 2 in. 6 in. 2 in. 2 in. 6 in. 6 in. O…
A:
Q: I. Compute the centroidal distance with respect to x- and y- axis of the figure below. 1.5 çm 3 cm 2…
A:
Q: Explain environment management needs economic theory and economic theory needs environment
A: Environmental management refers to the process of effectively and methodically consuming the…
Q: calculate the water surface elevation
A:
Q: A 5° curve intersects s property line CD at point D. The back Tangent intersects the property line…
A:
Q: A . specimens geometry-5 is preferred when the end product is a thin plate or sheet
A: Answer: Flat A flat specimen geometry is preferred whenever the end product is a thin plate or a…
Q: Q-14: A soil has a void ratio of 0.70, degree of saturation 50% and G =2.7. Find the water content,…
A:
Q: lo kulm j20 kN/m
A:
Q: vil Engineering The ordinates at 1-hr intervals of a 1- ydrograph are 15, 33, 56, 72, 44, 23, ms/mm.…
A: Given ordinates of 1 hr intervals First runoff R1 = 2 mm Second Runoff R2 = 1 mm Third runoff R3 =…
Q: of shear and moment
A:
Q: For the cross section shown, calculate the tensile capacity of the steel plate. Assume that the bolt…
A:
Q: 7) Determine the force in each member of the truss shown below. C F 100 kips 1S' 1S D - 20 ァー 20
A:
Q: What is the minimum “B” for the base of a dam 30m high if upward pressure beneath the dam is…
A: The given data is: Dam height, H=30 m Thrust, P=3700 kg/m Weight of concrete=2.5Y
Q: Solve the Differential Equation using solutions to First ODE (separation, Homogenous, Exact DE,…
A:
Q: Which among the formulas below can be used to compute the combined stress at the bottom fiber of a…
A: sign convention compression =positive (+) tension= negative (-)
Q: What is the reaction at A in kN? Replace the distributed loading by an equivalent resultant force…
A: Determine support reactions for given loaded beam.
Q: The thickness of the capillary property band is larger in the case of It is formed from fine-grained…
A: Right. The height of capillary rise in the sediments in fine grained sediments is more than that in…
Q: Answer the situational problem. At a certain section of a river the left and right water edges are…
A: According to Answering guidelines ,if number of questions isn't indicated, the primary inquiry or…
Q: Homework 1-2.2: Find the Reactions 136k 5k/ft 6/ft 3k/ft 2k/ft B-Q 15' 3' 6' 3' 1' 3-1-1 3-1-2…
A:
Q: Hardy-Cross method is used for the solution of the pipe network flow distribution using the eq as…
A: Given:- ∆Q= -0.1 m^3/s Pipe Q Qc=Q - ∆Q AB 0.7 0.7- (-0.1)=0.8 BC 0.4 0.4-(-0.1)=0.5…
Q: If a steel column with cross-sectional area A = 1000 mm^2 modulus of elasticity E = 200 MPa and…
A:
Q: What is the vertical reaction at E in kN.m? Solve for the support reaction of the beam shown in the…
A: A loaded fixed beam with internal hinges has been given and it has been asked to determine Vertical…
Q: What is the purpose of a control system?
A: Answer:- "The purpose of the control system is to keep the out constant inspite of the changes in…
Q: 2 A point load of 700 kN is applied on the surface of thick layer of saturated clay. Using…
A:
Q: A gasoline driven pump and an electric pump are being considered for a use in a mine. If the minimum…
A:
Q: A lapped bolted tension member is shown. Diameter of bolts are 22 mm and the plate material is A36…
A: The given figure is shown below:
Step by step
Solved in 2 steps
- these are the answers I only need solutions 1. f = 8.42 MPa 2. Mcr= 121.0 kN-m 3. fconc= 10.42 MPafsteel= 197.22 MPaf’steel= 104.30 MPaThe back fill material for a vibroflotation project has the following grain sizes. D10 0.11 mm Calculate the sorting coefficient. 2.798 Select the correct response: 1.633 D20 3.546 0.20 mm 1.581 D50 1.3 mm D25 0.60 mm D75 1.60 mmA sample o f soi l compacte d accordin g t o a standar d Proctor test ha s a unit weight of 130.9 lb/ft 3 at 100 % compaction and at optimum water content o f 14% . What is the dryunit weight? If the voids become fille d with water what would be the saturated unit weight?Assume Gs = 2.67.
- KI-150 md hl=5m K2 60 md h2-10 m K3 300 md h3-7 m The average horizontal permeability? The average vertical permeability?The back fill material for a vibroflotation project has the following grain sizes. D10 D20 D50 D25 D75 0.11mm 0.20mm 1.3mm 0.60 1.60 35. Determine the suitability number. a. 19.3 b. 18.0 С. 17.8 d. 20.4 36. Calculate the sorting coefficient. а. 1.581 b. 2.798 C. 1.633 d. 3.546Choose one answer 1.target mean strength fm (mpa) 1. 28.12 2. 33.12 3. 40.12 4. 25.12 2.w/c ratio 1. 0.58 2. 0.61 3. 0.51 4. 0.48 3 .the free water content is (kg/m3) 1. 180 2. 205 3. 190 4 .160 4.total aggregate content is (kg/m3) 1. 1889.7 2. 1869.7 3. 1899.7 4. 1879.7 5.the coarse aggregate is (kg.m3) 1. 1150.51 2. 1170.51 3. 1130.51 4. 1190.51
- For a given sieve analyis: No. 4 - % finer 60%, for No. 200 -%finer 40. LL=26, PL= 4. Classify the soil using USCS. Justify your answer. a. GW b. GM-GC c. GC d. GMFind the piasticity index %, if the liquid lim't is 55.96% and plastic limit 27.51 % 28 50 O 28.10 O 28 40 O 28 45 O1. ument size? yeability2 3. What factors affect porosity and permeability?
- SITUATION 2: From the following data of a given sieve analysis: Sieve No. # 4 Opening Percent (mm) 4.76 2.38 2.0 0.71 0.25 0.149 0.074 passing 90 #8 #10 #25 # 60 #100 # 200 64 58 30 22 10 4 9. Determine size(D10). а. 0.20 с. 2.0 10. Determine Cu. а. 10 C. 20 the effective grain b. 0.15 d. 0.09 b. 15 d. 5For a given sieve analyis: No. 4 - % finer 99%, for No. 200 -%finer 76. LL=60, PL= 32. Classify the soil using USCS. Justify your answer. provide fbd a.CL b.CH c.MH d.0OLA 8ft clay layer reaches 100% consolidation in 13 years and has a natural water content of 75%, what is the secondary compression settlement in the soil if the building life is expected to be 45 years. Report your answer to three decimal places and in inches. Coefficient of Secondary Compression, Ca 0.04 0.03 0.02 0.01 Type your answer... wy 50 Average Ca for Completely Remolded Samples Falls in This Zone 100 150 200 Natural Water Content, % FIGURE 7-21 Coefficient of secondary compression; C = ratio of decrease in sample height to initial sample height for one cycle of time on a logarithmic scale following completion of primary consolidation. Source: U.S. Department of the Navy (1971). Range Undisturbed Samples: Ca in Range of Virgin Compression Cain Range of Recompression Lies Below This Upper Limit 250 300 350 400