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Design of aqua deck as open channel

 
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dayanand pathak
SEFI Member
SEFI Member


Joined: 10 May 2013
Posts: 3

PostPosted: Tue Sep 01, 2015 8:48 am    Post subject: Design of aqua deck as open channel Reply with quote

Dear All,

I am designing a open RCC channel (for canal work) for water flow to crossRiver bed, in this case height of the channel is about 2.3m with a free boardof 200mm.

Please see the attached file for the same.

Please guide me how to design the same economically.

Case - 1:- when I am designing the side wall as a beam and slab supported onthese beams.

please tell me how to calculate the following things.

1. Effective torsional moment on beam as slab will generate the torsionalmoment and water pressure will counter it.

2. Base shear should be checked on the beam face.

3. Is I have to consider any effect on slab due to this much long section.


Case-2 :- When I am designing whole channel as a c section.

1. If I have to design it as a C section then what thing I have to consider fordesigning.

2. what is the design procedure to design the same.

** Any special check for earth quack loading.

Regards

Dayanand Pathak




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