environmental engineering, Civil Engineering

A nearly horizontal, 12 ft wide rectangular channel carries 60 cfs at a depth of 3.0 ft. The width of the channel is smoothly contracted to 6 ft at the downstream section. (a) Deter- mine if the flow will choke and both the downstream and upstream water depths. (b) If there is also a 1 ft high step up in bottom elevation at the contraction, determine if the flow will choke and both the downstream and upstream water depths.
Posted Date: 10/31/2012 3:31:10 PM | Location : United States







Related Discussions:- environmental engineering, Assignment Help, Ask Question on environmental engineering, Get Answer, Expert's Help, environmental engineering Discussions

Write discussion on environmental engineering
Your posts are moderated
Related Questions
Q. Explain about Noise absorptive materials? The fundamental mechanism of noise absorptive material is to change the acoustic energy into heat energy. Amount of heat produced i

What is the meaning of Wrapped splices In the Wrapped splices, tendon wires are wrapped with small diameter high-tension wires along their lengths with the help of  wire windin

Question Explain the reason why is sulphate-resisting cement not used in marine concrete ? Answer Major components of Portland cement are tricalcium silicate, dicalciu

obstacle to ranging but not chaining inthat when line may not visible from intermediate point pls if required explain with diagram

im looking for someone to do drawing in autocad 3D 2013 with report

Water Bound Macadam: Water Bound Macadam (WBM) is a dense and compact course of a road pavement composed of stone aggregates held together by a film consisting of gravel or s

how will you determine the intrtvisibility of a point if the counter map is given to you? explain by giving an exampe


Q. Explain about Vierendeel girder? Vierendeel girder design is sometimes adopted in design of footbridges. Traditionally truss design, triangular shape of truss is generally u

Grouted or Penetration Macadam: This is a specification where the binder is sprayed on a compacted layer of stone aggregates and is allowed to penetrate and bind the aggregat