the hydraulic gradient for an occurrence where there is a vertically upward flow water through a...
The water level within the cofferdam shown below is kept at excavation level by pumping. If the flow of water into the cofferdam is 0.25m/h per unit length and thoc sand has a void ratio of 0.65 and specific gravity of 2.65 determine: a) The effective stress at point c and d b) The exit hydraulic gradient and critical hydraulic gradient 5.5 m 2.5 m 0.90m 3.8 m 6 m 2.25 m 10m The water level within the cofferdam shown...
problem 8.3 pls thank you Problems 179 8.2 In Problem 8.1, what is the rate of upward seepage of water? Given: hydraulic conduc- tivity of soil, k- 0.13 em/sec, and area of tank 052 m2. Give your answer in m'min. 8.3 through 8.7 Refer to Figure 8.16. Calculate σ. ", and σ' at A, B, C and D for the following cases and plot the variations with depth. (Note: e void ratio. mois- ture content, G, s ific gravity of...
the only question to answer are 2-5 2-7 2-10 2-17 2-19 thank you CHAPTER Two 2-3. An undisturbed chunk of soil has a wet weight of 62 lb and a volume of o.s6 ft. When dried out in an oven, the soil weighs S0 Ib. If the specific gravity o solids is found to be 2.64, determine the water con- tent, wet unit weight of soil, dry unit soil. 2-13. The wet unit weight of a soil sample is 18.55...
10. Write a one-page summary of the attached paper? INTRODUCTION Many problems can develop in activated sludge operation that adversely affect effluent quality with origins in the engineering, hydraulic and microbiological components of the process. The real "heart" of the activated sludge system is the development and maintenance of a mixed microbial culture (activated sludge) that treats wastewater and which can be managed. One definition of a wastewater treatment plant operator is a "bug farmer", one who controls the aeration...