Media Coverage
Countermeasure of water hammer in pressure-reducing pipeline system using
surge relief valve
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Transaction of the Japanese Society of Irrigation, Drainage and Reclamation
Engineering
No. 200, published on Apr. 25, 1999 |
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Reprinted from Transaction of the Japanese Society of Irrigation, Drainage
and Reclamation Engineering No. 200 |
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Countermeasure of water hammer in pressure-reducing pipeline system using
surge relief valve
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Hitone Inagaki
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Research Student of the United Graduate School of Agricultural Sciences,
Kagoshima University
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Kunio Ogura
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Yokota Mfg. Co., Ltd.
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Noriaki Tsunoda
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Crown Engineering Co., Ltd.
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Fumiyoshi Kondo
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Faculty of Agriculture, Miyazaki University
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Abstract (Original text)
We conducted a field test on a pressure-reducing pipeline system equipped
with a new type of automatic control valves for field irrigation, and verified
its pressure reducing function, reproducing the results of measurement
by simulation using a mathematical model. The simulation of generating
status of water hammering pressure brought about by the operation of a
diversion device at the end of pipeline revealed that the rapid closeout
of the terminal valve propagated pressure wave upstream through the automatic
control valves. As a countermeasure for restraining the water hammering
pressure, the installation of a surge relief valve was studied. As a result,
it was found effective to install the surge relief valve at the end of
the pipeline for the downstream side of a pressure-reducing valve (automatic
control valve), and it was found effective to additionally install it at
the upstream side of a pressure-reducing valve. It was also found that
the size of the surge relief valve requires about the same level as the
main pipe in terms of diameter.
Key words:
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Automatic control valve, Pressure-reducing pipeline system, Surge relief
valve, Mathematical model, Simulation
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For details of this new type of automatic pressure control valve, please
refer to
Constant Pressure Valve UFSP type. |