The Constructor

Cistern and its Types

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A cistern is an element of canal fall and it is provided on the downstream portion to dissipate the surplus energy of water leaving the crest.  The purpose of a and different types of cisterns are briefly explained in this article.

Purpose of Cistern

The main purposes of a cistern are as follows :

Types of Cisterns

Cisterns are classified into four types based on the type of impact :

  1. Vertical Impact Cistern
  2. Horizontal Impact Cistern
  3. Inclined Impact Cistern
  4. Cistern without impact

1. Vertical Impact Cistern

In case of vertical impact cistern, the flow from upstream fall freely under gravity after passing the crest and meet the cistern provided on the downstream bed. If there is no cistern on the downstream side, the downstream floor may be damaged by the impact created by the vertically falling water stream.

Fig 1: Vertical Impact Cistern

To provide cistern, some part of the downstream bed up to a certain length is depressed into the ground and this depressed portion is filled with water to create water cushion. Hence, when the flow falls from the crest, it meets the water cushion first and energy gets dissipated by means of impact and also the direction flow changes from vertical to the horizontal direction. Vertical impact cistern is the most effective cistern among other types.

Fig 2: Vertical Impact on Downstream Bed

2. Horizontal Impact Cistern

Horizontal impact cistern contains sloping glacis of reverse curvature at its bottom. When the water stream is passed over the crest, it flows to the downstream through sloping glacis provided. Here the flow is in inclined supercritical condition. When the flow reaches the bottom of the glacis, the direction of flow changes from inclined to horizontal and flow condition remains supercritical.

Fig 3: Horizontal Impact Cistern

At the bottom of the sloping glacis, the supercritical flow strikes the subcritical flow of the downstream water stream and hence horizontal impact will be created thus hydraulic jump will be formed. Due to the formation of a jump, the energy gets dissipated.

Fig 4: Hydraulic Jump Formation at the Bottom of Sloping Glacis

3. Inclined Impact Cistern

In case of inclined impact cistern, sloping glacis is provided to carry the flow to the downstream but here reverse curvature at the bottom of glacis is eliminated. Hence, the formation of hydraulic jump occurs on the glacis itself and the energy gets dissipated.

But it is not possible to dissipate the complete energy of water stream since the stream has a vertical component of a t while on glacis. However, provision of roughening devices such as baffle wall, deflectors, biff wall, friction clocks etc. on the inclined impact cistern is helpful to dissipate the excess energy. But to provide roughening devices, the cistern length provided should be more.

4. Cistern without impact

Cistern without impact or no impact cistern will not have any hydraulic impact. This case can be seen in low height canal falls or canal falls with large submergence where it is not possible to develop hydraulic jump. In such cases, roughening devices are installed on the cistern to dissipate the energy of water flow.

Fig 5: No Impact on Cistern due to low height canal fall
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