| 41. | In a hydrostatic example ( first figure ), where the hydraulic head is constant, there is no flow.
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| 42. | The plant's hydraulic head is.
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| 43. | The difference in elevation between the reservoirs affords an effective hydraulic head ( drop of the water ) of.
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| 44. | The drop in elevation between the upper and lower reservoir affords a hydraulic head ( water drop ) of.
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| 45. | The difference in elevation between the upper and lower reservoirs affords an effective hydraulic head of and maximum of.
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| 46. | The difference in elevation between the upper and lower reservoir affords a hydraulic head ( water drop ) of.
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| 47. | The difference in elevation between the dam and power station affords a hydraulic head ( water drop ) of.
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| 48. | The difference in elevation the water fall and weir provide will afford a hydraulic head ( water drop ) of.
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| 49. | The difference in elevation between the upper and lower reservoirs affords the power plant an minimum net hydraulic head of.
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| 50. | The intakes provide a maximum hydraulic head ( water pressure ) of as the water reaches a speed of about.
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