Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Five 1m diameter, 2m high cylindrical drums filled with earth are placed upright and side-by-side in a straight line across a 5m wide creek to form a simple dam completely blocking the waterway. A pool is formed on the upstream side of this temporary dam and its water level reaches the top of the barrels. Due to seepage, the water level in the creek on the downstream side of the dam can vary.
a. Calculate the resultant hydrostatic force on the dam if the downstream water level is 25% of the height of the barrels. Draw the hydrostatic pressure distribution.
b. What is the minimum density of the packed soil in the barrels to ensure that the dam does not topple under the extreme conditions (i.e., full pool and dry downstream).
c. Comment on whether the dam will still be stable under the extreme conditions if the barrels are simply filled with water instead of soil.
What are the Desirable Characteristics of a Pavement in highway engineering
Explain the Equation for Length of Spiral Curve Length of Spiral Curve can be calculated using the following equation L s = 3.15V 3 /RC Where: V - Design Speed in MPH
Five 1m diameter, 2m high cylindrical drums filled with earth are placed upright and side-by-side in a straight line across a 5m wide creek to form a simple dam completely blocking
how can i design reinforcement for a two way slab
Q. How to design banks? When approach banks are of medium height upto 3 m, the material may be homogeneous. For bigger heights zoned section with impervious core and pervious o
What are the physical classification of stones
influence diagram with example
scientific problem in construction
Describe 'general shear failure' and 'Local shear failure'. Differentiate among (i) Shallow foundation and deep foundation, (ii) Gross and net bearing capacity, (iii) S
A retaining wall with a smooth vertical back, 4.5 m high, retains a dry cohesionless backfill level with the top of the wall. γ = 18.6 kN/m 3 and φ = 30°. The backfill carries a u
Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd