Q. The type of arch dam which generally requires overhangs at abutments is of ________________________

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Q. Which of the following forces is the least important in the design of arch dams?

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Q. Which of the following theory is the most accurate method to design arch?

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Q. Which among the following is not an assumption of the ‘Trial Load Analysis’ method of design of arch dams?

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Q. The thin cylinder theory for designing arch dams is based only on ___________________

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Q. The temperature stresses producing worst effects in the design of arch dams are caused by ______________

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Q. The stresses due to rib-shortening become quite important in the case of _____________

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Q. Which of the following is not the basis for the design of an arch dam?

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Q. According to thin cylinder theory, the volume of concrete required for an arch dam would be minimum if the central angle is ____________

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Q. The best design of an arch dam is when __________________

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Q. At a given elevation, the thickness of the arch ring is proportional to the radius of the arch.

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Q. The load from the deck of a buttress dam is transmitted to the foundations through the ______

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Q. Multiple arch dams are generally used for ______________

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Q. Which of the following dam requires no reinforcement?

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Q. Which of the following dam is also known as the Amberson dam?

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Q. Which of the following component of a buttress dam is also called counterfort?

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Q. Which of the following type of dam requires very strong and stable foundations and is not in use as much as the other types?

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Q. Which of the following is the earliest recorded multiple arch buttress dam?

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Q. In a simple deck slab buttress dam of a given height, the buttress spacing can be increased by increasing the upstream slope.

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Q. The buttresses of a free deck buttress dam are provided at ‘x’ m clear spacing and buttress thickness is proposed to be ‘t’ m. The buttress section can then be designed like the section of a concrete gravity dam by considering the effective unit weight of water = Surcharge factor (S) x actual unit weight of water. The value of this surcharge factor is given as _____________

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