Explain the contracted rectangular weir, Civil Engineering

Assignment Help:

Explain the Contracted Rectangular Weir

Weir plate has sides which extend above the maximum water surface, directing the flow through an opening (b = weir length). Typically the sides are geometrically placed in the center of a rectangular channel.

Related Discussions:- Explain the contracted rectangular weir

Classification of timber based on durability, Classification Based on Durab...

Classification Based on Durability: Durability tests are conducted by the forest research establishment. They cover test specimen of size 600 × 50 × 50 mm in the ground to hal

Use plain dumb-bell type and center-bulb sort, Question While selection...

Question While selection of waterstop, shall engineers use plain dumb-bell type , center-bulb sort ? Answer Plain dumb-bell kind is used for joint site where sm

Designing of access ramps for drainage channels, Question Designing of ...

Question Designing of access ramps for drainage channels, why must direction of access ramps is sloping down on the way to downstream ? Answer In designing of access

Semi Dense Bitumen Concrete, Density of SDBC

Density of SDBC

Assignment for marketing mix, Assignment for marketing mix

Assignment for marketing mix

Determine the expected extension at the jack, A cylindrical concrete tank,...

A cylindrical concrete tank, 30 m external diameter, is to be prestressed circumferentially by means of high-strength steel wire (E, = 2 x 10 5 N/mm 2 ) jacked at 4 points, 9

What is a footing foundation for a water tower, A footing foundation for a ...

A footing foundation for a water tower carries a load of 9000 kN and is 3.6 metres square. It rests on dense sand of 9 m thickness overlying a clay layer of 3 metres depth. The cla

Jacking face for pipe-jacking, Ground settlement occurs ahead or behind the...

Ground settlement occurs ahead or behind the jacking face for pipe-jacking? It's reported by Lake (1992) that settlements are expected at ground surface at a distance of 1-2 ti

Obtain maximum positive moment in a span of continuous beam, Reason of load...

Reason of loading on alternative spans to obtain maximum positive moment in a span of a continuous beam To attain a maximum sagging moment in a span of a continuous beam, gene

House, how to make a home

how to make a home

Write Your Message!

Name

Email id

Message

Verfication Code

Assured A++ Grade

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!

Submit Assignment

User Account

All Pages