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Realistic modelling of leakage in water distribution pipe networks
Several experimental and modelling studies have established that leak areas are mostly not fixed but vary linearly with pressure. Introducing this linear relationship into the orifice equation, results in a two-part modified orifice equation for leakage modelling with pressure head exponents of 0.5...
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| Format: | Thesis |
| Language: | English |
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Department of Civil Engineering
2019
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