Which one is NOT a component of diversion head works?

It is masonry or concrete wall with top width of 1.5 to 3m constructed at right angles to the axis of the weir and separates the ‘weir proper’ from under sluices.

This structure enables the fish to pass upstream.

A structure provided at the head of the off taking canal.

These are permanent river diversion works and are relatively low dams constructed across a river to raise the river level sufficiently to divert the flow.

A weir failure where the water from the upstream side continuously percolates through the bottom of the foundation and emerges at the downstream end of the weir or barrage floor.

The percolating water exerts an upward pressure on the foundation of the weir or barrage.

When the water flows with a very high velocity over the crest of the weir or over the gates of the barrage.

A weir failure that may occur during floods, where the gates of the barrage are kept open and the water flows which high velocity.

This type of weirs is always built using rocks, gravel, sand, cement and ashtars stones.

This type of weir has a vertical side (US & D.S) and a slope sill with a gradient 5:1.

The usual form of this weir type has a vertical upstream face and round crest with an ogee type in the downstream.

These are weirs used only as a means of measuring the flow of water in physical models in Laboratory tests.

These weirs present distinct advantages where low discharges are included in the range to be measured.

It connects excess water from precipitation and runoff to the stream to other surface water as part of the hydrological cycle.

It is a procedure to determine the time and magnitude of flow at a point on a watercourse from known or assumed hydrographs at one or more points upstream.

If the flow is a flood, the procedure in Flow routing is specifically called ___.

If the flow is calculated as a function of time alone at a particular location, it is also called ____.

If the routing is done for the flow in the channel, the procedure is called ___.

The ____ of a flood entering a reservoir will change in shape as it emerges out of the reservoir because a certain volume of its water is stored in the reservoir temporarily and is let off as the flood subsides.

The extent to which the inflow hydrograph gets modified due to the reservoir storage can be computed by a process known as ______.

This routing, in which the stream self acts as an elongated reservoir, is known as ______.

As the hydrograph travels, the peak of the outflow hydrograph is less than that of the Inflow hydrograph. This phenomenon is called ____.

The peak of the outflow hydrograph occurs sometimes later than the inflow hydrograph.

A method of flow routing where the flow is calculated as a function of time alone at a particular location.

A method of flow routing that is based on the method of mass and momentum conservation.

A method of flow routing, basically derived from storage concept, but some parameters are derived from physical based.

A Muskingum – Cunge method is an example of what flow routing method?

It is a computer program that models the hydraulics of water flow through natural rivers and other channels.