Hydrotechnical calculation for Outlet piping


Outlet pipe:

It is used to drain excess water from the dam, if necessary, to empty the dam. The outlet pipe is at the deepest point. The drain pipe they lead outside the dam. Or the drain pipe they lead directly into the base of the dam.

Each outlet has at least two valves: operational and revision. To achieve complete safety, an emergency valve is placed, which is permanently in the open position and is designed to quickly close the piping in the most critical cases. Trying to construct an operating valve is to achieve the best mechanical and hydraulic properties not only in the fully open position but also in all positions. Machine requirements are mainly: a simple construction of a fully secure valve control. Hydraulically, the water flow at all valve positions should be smooth and undisturbed with the least pressure drop, and to avoid cavitation phenomena and associated unpleasant shocks and shocks to make the shape of the outlet water stream contribute to the destruction of the energy flowing out of the water stream and achieved a practical watertight valve in the closed position.


Pipeline flow:

Q=μF2gh0; ddp

Q - pipeline flow - [m3/s]

μ - output coefficient - []

F - the flow area of the output hole - [m2]

g - gravitational acceleration - [m/s2]

h0 - rated net head (hydrostatic pressure) - [m]

d - diameter of the output hole - [m]

dp - pipe diameter - [m]


Output coefficient:

μ=11+Σξ

μ - output coefficient - []

Σξ - sum of partial pressure losses - []


The flow area of the output hole:

F=πd24

F - the flow area of the output hole - [m2]

d - diameter of the output hole - [m]


Sum of partial pressure losses:

It is the sum of all losses in the outlet, from the trash rack, in the inlet to the pipeline, the friction of water from the wall, the water passage through the valve etc.


Example 1:

We have to determine the capacity of the outlet steel pipe with the following parameters:

rated net head (hydrostatic pressure) h0 = 24m; diameter of the output hole (operational valve diameter) d = 2m; steel pipe length l = 22m; loss in trash rack ξ1 = 0,1; loss in the inlet ξ2 = 0,25; loss in the revision valve ξ3 = 0,24; loss in operational valve ξ4 = 0,67.

Loss of water friction on pipe walls:

ξ5=λ*ld=0,026*222=0,286

Sum of partial pressure losses:

Σξ=ξ1+ξ2+ξ3+ξ4+ξ5= 0,1+0,25+0,24+0,67+0,286 =1,546

The flow area of the output hole:

F=πd24=π224=3,142m2

Output coefficient:

μ=11+Σξ=11+1,546 =0,627

Pipeline flow:

Q=μF2gh0=0,627*3,142 *2*9,81*24=42,724m3/s
ddp;22OK


Example 2:

We have to determine the capacity of the outlet steel pipe with the following parameters:

rated net head (hydrostatic pressure) h0 = 24m; diameter of the output hole (operational valve diameter) d = 2m; steel pipe length l = 22m; loss in trash rack ξ1 = 0,1; loss in the inlet ξ2 = 0,25; loss in the revision valve ξ3 = 0,24; loss in operational valve, which is open to 50% stroke ξ4 = 1,38.

Loss of water friction on pipe walls:

ξ5=λ*ld=0,026*222=0,286

Sum of partial pressure losses:

Σξ=ξ1+ξ2+ξ3+ξ4+ξ5=0,1 +0,25+0,24+1,38+0,286 =2,256

The flow area of the output hole:

F=πd24=π224=3,142m2

Output coefficient:

μ=11+Σξ=11+2,256 =0,554

Pipeline flow:

Q=μF2gh0=0,554*3,142 *2*9,81*24 =37,780m3/s
ddp;22OK


Example 3:

We have to determine the capacity of the outlet steel pipe with the following parameters:

rated net head (hydrostatic pressure) h0 = 24m; diameter of the output hole (operational valve diameter) d = 2m; steel pipe length l = 22m and diameter dp = 3m; loss in trash rack ξ1 = 0,1; loss in the inlet ξ2 = 0,25; loss in the revision valve ξ3 = 0,24; loss in operational valve ξ4 = 0,67. The revision and operating valve is located at the end of the outlet about diameter 2m. before the revision valve, there is a tapered pipe that has a loss ξ5 = 0,15

Loss of water friction on pipe walls:

ξ6=λ*ldp=0,026*223=0,191

Sum of partial pressure losses:

Σξ=ξ1d2dp22+ξ2d2dp22+ξ3+ξ4 +ξ5d2dp22+ξ6d2dp22 =0,122322+0,2522322 +0,24+0,67+0,1522322 +0,19122322=1,046

The flow area of the output hole:

F=πd24=π224=3,142m2

Output coefficient:

μ=11+Σξ=11+1,046 =0,699

Pipeline flow:

Q=μF2gh0=0,699*3,142 *2*9,81*24 =47,654m3/s
ddp;23OK


Literature:

Bohuslav Matocha: Strojírenství: Provozní uzávěry základových výpustí přehrad 1952

Stanislav Kratochvil: Vodní nádrže a přehrady 1961

Arnold Procházka: Hydraulika v příkladech a pokusech 1964


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Hydrotechnical calculation for Outlet piping.pdf


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