Civil Engineering - Water Supply Engineering
Exercise : Water Supply Engineering - Section 1
31.
Asbestos pipes are
32.
The maximum depth of sedimentation tanks is limited to
33.
By boiling water, hardness can be removed if it is due to
34.
Q is the discharge from an unconfined tube well with depression head s through its pipe of radius rw. If the radius of influence is R, the length of the required strainer, is
35.
For determining the velocity of flow of underground water, the most commonly used non-empirical formula is
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