QUESTION 1 For the flow net in the figure below, select the rate of seepage per...
Question 1: For the flow net shown in the figure below the sheet pile, what is the flow rate per foot? Given: H1 = 46 ft, H2 = 2 ft, k = 2.06x 10-4 ft/sec. QUESTION 1 For the flow net shown in the figure below the sheet pile, what is the flow rate per foot? Given: H1 - 46 ft, H2 = 2 ft, k = 2.06x 10-4 ft/sec. = II, a. 1.18 x 10-3cfs/ft b.2.94 x 10-3cfs/ft C....
(1) The flow net with approximate square cells for a concrete dam is shown. The silt has a hydraulic conductivity of 0.2 ft hr. (a) What is the approximately seepage rate (ft/hr/ft)? (b) What are the total head (hr), elevation head (he), and pressure head (h) at points A and B h e (ft) he (ft) hrift) Point A (2) The flow net with approximate square cells for a single sheet pile is shown as below. The hydraulic conductivity of...
Question 1 Sheet Draw a flow net for a single row of sheet piles driven into a permeable layer as shown in the figure, given the following: pile ·H2 = 0.7 m ; D1-10 m . Calculate the seepage loss per meter k = 6.5 × 10-4 cm/sec length of the sheet pile (at right angles to the cross section shown) :29-452Impermeable ayer
These problems involve sketching a flow net and completing simple seepage rate calculations. The problem is depicted in Fig 1. The equipotentials are given for this problem. You have to complete the flow net by sketching the flow lines and then calculate the total seepage rate in lit/day, assuming that the total length of the sheetpiles (perpendicular to the paper) is 15 m. You have to complete the flow net by sketching the flow lines and then calculate the total...
Q.3. A flow net is shown below for a concrete spillway. Assume all elements of the flow net are approximately square. The concrete spillway is 800 ft long. The permeable soil below the concrete spillway has a hydraulic conductivity of k -0.001 in/min. The bottom of the reservoir is set as the datum. (a) Determine the rate of seepage below the concrete spillway in units of ft/day; (b) Calculate the uplift pressure along the bottom of the concrete spillway at...
For the completed flow net of the figure below, compute the flow under the dam per mete dam if the coefficient of permeability is 7.2x 10of cm/s 6. -4 50 m 6.3 m1.6 m 9.4 m 17.2 m
T-Mobile 10:50 AM ??* 59%.ID, + Done 13 of 13 Seepage 1 A masomry dum having a shestpiline cutof at the upstream end is located at a rescrvoir site as shown in the fol kywing figure. The base of the dam (surface A-B) is located 5 fect below the soil is 00)l ft'min, Given the flow net, calculate: (a) Total seepage per unit width of the permcable layer (b) Hydrostatic pressure at B, C, and D (c) The uplift force...
Part B: What is the value of the rate constant (including proper units) at this temperature? 13. The following data were collected for the reaction between hydrogen gas and niti oxide at 700°C 2 H2(g) + 2 NO(g) + 2 H2O(g) + N2(g) Experiment | [Hz]o (M) 0.010 0.0050 0.010 [NO]. (M) 0.025 0.025 0.0125 Initial Rate (M/sec) 2.4 x 10-6 1.2 x 10-6 0.60 x 10-6 25 a. What is the overall order of the reaction? (*)>(6.023) = 160.3600)...
9. Estimate the flow rate for the sheet pile shown below, with H1-15m, H2-5m, k- 3 x10-6 m/sec, and a homogeneous soil layer of 5m and a sheet pile embedment of a) lm, b) 2m and c) 3m. Use the given flow net and compare results with the approximate designs given in the sheet pile chart discussed in the lecture notes. Sheet pile Water level Water level Impervious
Internet Explore $687081941 35738676269802sSielSBN-97813059711968nbid 10185538ksnapshotid-1 0185538id 40866380548 AP Refer to the figure below Sheet pile Hy H2 0%) Di 4 x 10-4cm/se Impermesble layer Given H1-5 m, H -1.7 m, D -3 m, and D,-6m The result of the flow net study gave Ne- 4 and Na-8 Calculate the sepage loss per meter length of the Round your final answer to three significant figures Seepage lossday/m Submt Next