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. Diffrence between Single and double-cell box culvert?
The usage of double-cell box culverts is preferred to single-cell box culverts for cross-sectional area larger than about 5m2because of the below reasons:
(i) Where there is tight headroom requirement, use of double-cell box culvert can shorten the height of culverts by having a wider base so that same design flow can be accommodated.
(ii) Invert of one cell can be designed at a lower level to cater for low flow condition so that it decreases the occurrence of sediment deposition and stop the presence of standing waters.
(iii)Provision of temporary flow diversion can be easily provided for maintenance and inspection of every cell. At the time of routine maintenance operation, water flow can be diverted to one cell and other one is open for desilting.
If a choice has to be made between a single-cell box culverts and smaller multiple pipes, it's better to select single-cell box culvert due to the lower risk of blockage when compared with smaller size of multiple pipes. Additionally hydraulic performance of a single-cell box culvert is better than multiple pipes system due to the larger hydraulic radius associated with the box culvert for a given cross-sectional area.
Q. Computation of Settlement? The settlement in any soil mass under an applied stress is given by s = s i + s c + s s where, S = total settlement, S i = imm
what is whole circle barring
http://www.expertsmind.com/questions/tributary-lateral-load-30133097.aspx
kankar lime
what are the appropriate methods of concreting
The Table provides the cross-sectional areas to be excavated for the roadway construction. The volume of earth to be excavated (yd 3 ) between section 83+65.6 and 85+98.5 is most n
An undisturbed sample of sand has a dry weight of 18.9 N and a volume of 1143 cm 3 . The solids have a specific gravity of 2.72. Laboratory tests indicate void ratios of 0.40 and 0
A saturated clay layer 4 m thick is located 6 m below GL. The void ratio of the clay is 1.0. When a raft foundation is located at 2 m below GL, the stresses at the top and bottom o
can I have some help with a site plan. I want it on autocad, I have all the dimmension
material which can endures vibrations and saline conditions
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