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On-line storage vs. off-line storage
Design of storage pond is commonly divided into off -line storage and on-line storage. The on-line storage concept includes inclusion of storage facilities in series with the pipelines so that overflow at the storage facilities is allowed. One general application of on-line storage is to improve a large size of drainage pipes. Though for heavy rainfall situation, spare capacity of drainage pipes would be rapidly exhausted. Conversely off-line storage (for example underground storage tank) denotes to storage facilities in parallel with pipeline and return flow to the main pipeline is only allowed when outflow pipelines aren't surcharged.
differences between highway pavement and airfield pavement
Q. Use of primers in joint sealant? Most of the joint sealants applied in concrete joints are adhesive and recommended joint width/depth of joint sealant is from 2:1 to 1:1 as
A rectangular area 4 m × 6 m carries a uniformly distributed load of 100 kN/m 2 at the ground surface. Estimate the vertical pressure at a depth of 6 m vertically below the centre
A pre- engineering base line was run down a very steep hill.rather than measure horizontaily down hill with steel tape: surveyor measured the vertical angle with the theodolite and
State Highways: These are trunk or arterial roads of a state connecting the National Highways of adjacent states and linking the district headquarters and important cities wit
Explain a Critical Path The series of activities which determines the earliest possible date of project completion Usually defined as those activities with minimal or
4. Calculate the loose volume of material needed to fill in the trench as sketched below. The following information is also known: [7] o Length of trench = 250 m o Trench
Relaxation losses in prestressing steels The relaxation losses in prestressing steels vary with type of steel, initial prestress, age, and temperature and, therefore, shall be
whatismeanby shear force and bending moment
Q. Evlaute width and depth for stable alluvial canals? Lacey originally evolved width and depth formulae for stable alluvial canals. These were the following. P = 4.836 Q 1
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