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!
Q. For what capacity would you design a sanitary branch sewer to serve a section having a population of 12500 persons with a rate of supply of 135 Liters.
Ans.- Average flow equals - 12500 x 135 = 1692500 Liter / day.
= 1692500 / 24 x 60 x 60 = 19.6 Liter / sec.
Making allowance for variation max 3 time of Qty for intensity of flow -
19.6 x 3 = 58.8 Liter / sec. = 0.06 cum / sec.
But this quantity represents only 2/3rd fill there fore full capacity of sewer
= 1.5 x 0.06 = 0.09 cum / sec for which the section is designed
Assuming a velocity of 1.00 m / sec. , A = Q / V = πD2 / 4 V , D2 = 4 Q / πV
D = √ 4 Q / πV = √ 4 x 0.09 / 3.14 x 1.00 = 0.34 m.
A sewer of 350 mm dia could be used.
Explain Chezy Manning Equation v = 1.49/n (R) 0.67 (S) 0.5 R = hydraulic radius (ft) = Area/ wetted perimeter, R = D/4 for circular channels full and one-half full
Examine the state of stress at the junction of flange: A beam of I-section as shown in Figure (a) is subjected to a bending moment of 84.928 kN m and a shear force of 106.1 kN
im newer to the courses so i would like to know about the assignment types. in this case can u please show me a sample assignment?
distomat
how to estimate stone in road soling
Topic request
explain ranging and reciprocal ranging
In case of simple bending after simply supported beam, derive that M/I = s /y = E/R.
Q. Corrosion protection of lifting anchors in precast concrete? Corrosion of lifting anchors in precast concrete units has to be prevented since the corroded lifting units caus
Check for stability in a dam
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