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!
Explain the Normal Depth Equation
The equation is derived from the Chezy-Manning equation. As written below it determines the diameter of a circular storm or sanitary sewer when the Qfull, roughness coefficient (n) and slope (s) are known.
D = 1.335 (n Qfull /(s) 0.5) 0.375
Rearranged, the equation can determine Qfull when the inside diameter, roughness coefficient and slope are known.
Qfull 0.375 = (D (s)0.188)/(1.335 (n)0.375)
Rearranged, the equation can determine the slope of a sewer installation if Qfull, roughness coefficient and diameter are known.
(s)0.5 = (n Qfull)/(D/1.335)2.67
describe in detail the various parts of a total station
definition of cross draunage works
Methods of orientation,Principles of resection
Q. Show the Functions of sleepers in railway? Functions of sleepers in railway works are as below: (i) The primary function of a sleeper is to grip the rail to gauge and t
Explain couple. What are the characteristics of a couple?
A square pile group of 9 piles passes by a recently filled up material of 4.5 m depth. The diameter of the pile is 30 cm and pile spacing is 90 cm centre to centre. If the unconfin
assignment
Question Is it true that there is no essential to design nominal reinforcement to piles. Answer In BS8110 and BS5400 Pt.4, they need provision of nominal reinforce
Resultant Force on a Given Area of a Vertical Plane The resultant force is calculated from the average pressure: R = (AVERAGE Ρ)(A)
Ask question #chaining and rangingMinimum 100 words accepted#
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