ZAV . Oe docs.google.comWhat is the most important step in the process of soil reclamation?*O Lowering the ground water levelO Raise the ground water levelO Not to lower or raise the level of ground waterUsed to control groundwater in the soil*O Shallow surface drainsO Deep open drainsO Other thanThe distance Deep open drains between *O (750 - 800 ) mO (125 - 250 ) m1000 - 1250) mThe velocity of flow in drain should not be *O ScouringO Silting occursO Scouring and silting occursO Not one of themField capacity depends on *O Soil permeabilityO Moisture contentO Both of themNot one of themO O O O

Brief Concept Introduction- (1) Soil Reclamation- It is a process by which properties of the soil…

What is the most important step in the process of soil reclamation? O Lowering the ground water level Raise the ground water level Not to lower or raise the level of ground water Used to control groundwater in the soil Shallow surface drains Deep open drains Other than The distance Deep open drains between (750 - 800 ) m (125 - 250 ) m O 1000 - 1250) m The velocity of flow in drain should not be Scouring Silting occurs Scouring and silting occurs O Not one of them ield capacity depends on * O Soil permeability ) Moisture content O Both of them Not one of them

What is the most important step in the process of soil reclamation? O Lowering the ground water level Raise the ground water level Not to lower or raise the level of ground water Used to control groundwater in the soil Shallow surface drains Deep open drains Other than The distance Deep open drains between (750 - 800 ) m (125 - 250 ) m O 1000 - 1250) m The velocity of flow in drain should not be Scouring Silting occurs Scouring and silting occurs O Not one of them ield capacity depends on * O Soil permeability ) Moisture content O Both of them Not one of them

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A conventional rectangular clarifier is to be used to remove lime precipitates following softening…

A: A clarifier is a tank used in waste water treatment plant to remove solid particles from liquid…

Q: Which of the following statements is false regarding the Headworks design? O Low approach velocity…

A: Given following statement regarding the Headworks design and asked to determine the false statement.…

Q: Rapid Sand Filter - Example • Determine the minimum number of rapid sand filters necessary to treat…

Q: Could you use soil vapor extraction to remediate an area the size of 0.375 km2 ? The contaminant is…

A: Soil vapor extraction (SVE) is a commonly used remediation technique for volatile organic compounds…

Q: What is the rapid sand filter surface area required for filtering of 10 MLD water assuming a…

A: water to be filtered Q=10 MLD Filtration rate FR = 100,000 l/m2/day Surface area=?

Q: 9. How high will water rise due to capillary action for the soil with a dashed line and for the soil…

A: Given, Particles size distribution curve To find : Height of water rise due to capillary action

Q: Sugarcane (root zone depth is 1.8 m) is grown in a particular area where ground water table is 2.0 m…

Q: Where the case of a stationary volume of groundwater does occurs?

A: Ground Water Ground water is mostly the water that is present beneath the surface of the earth.…

Q: bread and breakfast facility is considering an ion exchange resī ndwater. The flow required is 1000…

A: Efficiency of the reaction :E=325-50325=85.62%so,

Q: A mine is planning to use a silty sand mixed with sodium enriched bentonite to line a wastewater…

A: Hydraulic conductivity is a measure of the ability of a porous material, such as soil or rock, to…

Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

ZAV . O
e docs.google.com
What is the most important step in the process of soil reclamation?*
O Lowering the ground water level
O Raise the ground water level
O Not to lower or raise the level of ground water
Used to control groundwater in the soil*
O Shallow surface drains
O Deep open drains
O Other than
The distance Deep open drains between *
O (750 - 800 ) m
O (125 - 250 ) m
1000 - 1250) m
The velocity of flow in drain should not be *
O Scouring
O Silting occurs
O Scouring and silting occurs
O Not one of them
Field capacity depends on *
O Soil permeability
O Moisture content
O Both of them
Not one of them
O O O O

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A system of rapid sand filters are designed to cater to a population of 2 million with an average demand of 2001pcd. Backwashing is done daily for 30min and it consumes 5% of filtered water each day. Design loading rate onto the filters is 1 5000/h. m Taking a peak factor of 2 for the water demand, the surface area requirement for the treatment of water is
Outline practical reasons why the elevation (depth) of the groundwater table in an area may fluctuate seasonally or annually.
Complete the following problems dealing with gravity sedimentation:1a. Design a drinking water treatment clarifier where ferrous sulfate is used as a coagulantand lime is added for supplemental alkalinity. The specific gravity of the floc particles is1.005 and the water temperature is 10° C. Determine;a. Clarifier overflow rate (gpd/ft2) if the volumetric flow rate is 7.0 MGD, and theplanar dimensions are 60 ft by 120 ft.1b. Convert the overflow rate of Part (a.) to the limiting design value of the particlesettling velocity (cm/sec).1c. Using Stokes’ Law for laminar flow, find the diameter (mm) of the smallestspherical floc particle that will be 100 percent removed.1d. Design a wastewater treatment primary clarifier for an average flow rate of 1.10 MGD,and a peak hourly flow rate that is 3.1 times the average flow rate. Pertinent parametervalues selected for design include a peak hourly overflow rate of 1800 gpd/ft2, maximumhourly weir loading rate of 30,000 gpd/ft, minimum tank depth…
The hydraulic conductivity (K) of a homogeneous sandy clay mix aquifer is 2x10-3 cm/sec. The hydraulic gradient (groundwater surface slope) of the phreatic (water table) aquifer is 0.01 and the aquifer's effective porosity is 0.35. Calculate the average (advective) velocity of a conservative contaminant discharged to this groundwater unit. Enter your answer rounded to the nearest tenth in meters/year. Example: 5.2 , 65.7, 224.3 would all be proper forms of your answer.
(b) AASHTO Classification Soil F G # 10 100 77 Percent Passing # 40 78 28 #200 36 8 LL 30 NP 1- Based on AASHTO Clasification Soil "F" is [Select] [Select] A-4 (0) 2- Based on AASHTO Clasification Soil "G" is A-4 (-1) A-3 (0) A-5 (3) A-6 (3) A-7-5 (0) Ip 4 NP
solve very fast in 15 min and I need a clear answer | dybala
Describe the procedures to check the percolation rate for a soil?
Design a sedimentation basin for a water treatment plant with the following specifications assuming it is required to supply a city with a population of 50,000 people: Rectangular or square basin • Depth: 7-18 ft ● . • Width: 10-50 ft Detention time: 4-8 hours Flow through velocity: <0.55 ft/min Overflow rate: 400-1,100 gal/day-ft² Draw a figure to show calculated dimensions. You may consider to use SI units in calculations. ● ● Hint: Overflow rate is Flow/Surface Area; Detention time is Volume of tank/Flow rate; and Depth= Volume/Surface area
Why the percolation rate can be related to the coefficient of permeability of a soil?
Please provide solution asap