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