Translations:Betriebsregeltypen/75/en - Versionsgeschichte

Haghani am 30. August 2021 um 10:35 Uhr

2021-08-30T10:35:04Z

← Nächstältere Version		Version vom 30. August 2021, 12:35 Uhr
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	* Practical example:		* Practical example:
	:The Wiehl dam gives a good example for the practical operating conditions of a dam. The Wiehl dam serves primarily as a drinking water supply and a means for flood protection, and secondarily for energy production. In addition, a minimum flow of 100 l/s has to be guaranteed downstream of the Wiehl dam. The first priority is the drinking water supply. In order to ensure sufficient water quality in the ~~reservoir~~, additional discharges used for energy production are stopped when the ~~reservoir~~ volume falls below 70% of the total volume. As both the minimum discharge and the turbine discharge leave into the Wiehl, it would also be uncalled-for to maintain the minimum discharge if water was simultaneously discharged through the turbine. This results in a reduction of a discharge A (minimum discharge) by the amount of discharge B (turbine) as described above <ref name="Aggerverband_1999">'''Aggerverband''' (1999): Hydrologische Sicherheit der Genkel- und Aggertalsperre. Gutachten des Fachgebietes Ingenieurhydrologie und Wasserbewirtschaftung, TU Darmstadt</ref>.		:The Wiehl dam gives a good example for the practical operating conditions of a dam. The Wiehl dam serves primarily as a drinking water supply and a means for flood protection, and secondarily for energy production. In addition, a minimum flow of 100 l/s has to be guaranteed downstream of the Wiehl dam. The first priority is the drinking water supply. In order to ensure sufficient water quality in the storage, additional discharges used for energy production are stopped when the storage volume falls below 70% of the total volume. As both the minimum discharge and the turbine discharge leave into the Wiehl, it would also be uncalled-for to maintain the minimum discharge if water was simultaneously discharged through the turbine. This results in a reduction of a discharge A (minimum discharge) by the amount of discharge B (turbine) as described above <ref name="Aggerverband_1999">'''Aggerverband''' (1999): Hydrologische Sicherheit der Genkel- und Aggertalsperre. Gutachten des Fachgebietes Ingenieurhydrologie und Wasserbewirtschaftung, TU Darmstadt</ref>.

T.Schnellbach am 31. März 2021 um 10:49 Uhr

2021-03-31T10:49:51Z

← Nächstältere Version		Version vom 31. März 2021, 12:49 Uhr
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	* Practical example:		* Practical example:
	:The Wiehl dam gives a good example for the practical operating conditions of a dam. The Wiehl dam serves primarily as a drinking water supply and a means for flood protection, and secondarily for energy production. In addition, a minimum flow of 100 l/s has to be guaranteed downstream of the Wiehl dam. The first priority is the drinking water supply. In order to ensure sufficient water quality in the reservoir, additional discharges used for energy production are stopped when the reservoir volume falls below 70% of the total volume. As both the minimum discharge and the turbine discharge leave into the Wiehl, it would also be uncalled-for to maintain the minimum discharge if water was simultaneously discharged through the turbine. This results in a reduction of a discharge A (minimum discharge) by the amount of discharge B (turbine) as described above<ref name="Aggerverband_1999">'''Aggerverband''' (1999): ~~Hydrological Safety of the~~ Genkel ~~and Aggertal Dams~~. ~~Expert opinion of the Department of Engineering Hydrology and Water Management~~, TU Darmstadt</ref>.		:The Wiehl dam gives a good example for the practical operating conditions of a dam. The Wiehl dam serves primarily as a drinking water supply and a means for flood protection, and secondarily for energy production. In addition, a minimum flow of 100 l/s has to be guaranteed downstream of the Wiehl dam. The first priority is the drinking water supply. In order to ensure sufficient water quality in the reservoir, additional discharges used for energy production are stopped when the reservoir volume falls below 70% of the total volume. As both the minimum discharge and the turbine discharge leave into the Wiehl, it would also be uncalled-for to maintain the minimum discharge if water was simultaneously discharged through the turbine. This results in a reduction of a discharge A (minimum discharge) by the amount of discharge B (turbine) as described above <ref name="Aggerverband_1999">'''Aggerverband''' (1999): Hydrologische Sicherheit der Genkel- und Aggertalsperre. Gutachten des Fachgebietes Ingenieurhydrologie und Wasserbewirtschaftung, TU Darmstadt</ref>.

T.Schnellbach am 31. März 2021 um 10:49 Uhr

2021-03-31T10:49:18Z

← Nächstältere Version		Version vom 31. März 2021, 12:49 Uhr
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	* Practical example:		* Practical example:
	:~~This~~ example ~~can be shown by means of~~ the practical operating conditions ~~at the Wiehl~~ dam. The Wiehl dam serves primarily ~~for~~ drinking water supply and flood protection, secondarily for energy production. In addition a minimum flow of 100 l/s has to be guaranteed ~~in the lower course~~ of the Wiehl dam. The first priority is the drinking water supply. In order to ensure a sufficient water quality in the reservoir, additional ~~charges~~ used for energy production are stopped when the reservoir ~~content~~ falls below ~~about~~ 70% of the total ~~content~~. As both the minimum ~~charge~~ and the turbine ~~charge are discharged~~ into the Wiehl, it would also be ~~superfluous~~ to maintain the minimum ~~charge~~ if water is simultaneously discharged through the turbine. This results in ~~a case of~~ a reduction of a discharge A (minimum ~~levy~~) by the amount of ~~levy~~ B (turbine) as described above<ref name="Aggerverband_1999">'''Aggerverband''' (1999): Hydrological Safety of the Genkel and Aggertal Dams. Expert opinion of the Department of Engineering Hydrology and Water Management, TU Darmstadt</ref>.		:The Wiehl dam gives a good example for the practical operating conditions of a dam. The Wiehl dam serves primarily as a drinking water supply and a means for flood protection, and secondarily for energy production. In addition, a minimum flow of 100 l/s has to be guaranteed downstream of the Wiehl dam. The first priority is the drinking water supply. In order to ensure sufficient water quality in the reservoir, additional discharges used for energy production are stopped when the reservoir volume falls below 70% of the total volume. As both the minimum discharge and the turbine discharge leave into the Wiehl, it would also be uncalled-for to maintain the minimum discharge if water was simultaneously discharged through the turbine. This results in a reduction of a discharge A (minimum discharge) by the amount of discharge B (turbine) as described above<ref name="Aggerverband_1999">'''Aggerverband''' (1999): Hydrological Safety of the Genkel and Aggertal Dams. Expert opinion of the Department of Engineering Hydrology and Water Management, TU Darmstadt</ref>.

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2020-11-26T15:40:34Z

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* Practical example:
:This example can be shown by means of the practical operating conditions at the Wiehl dam. The Wiehl dam serves primarily for drinking water supply and flood protection, secondarily for energy production. In addition a minimum flow of 100 l/s has to be guaranteed in the lower course of the Wiehl dam. The first priority is the drinking water supply. In order to ensure a sufficient water quality in the reservoir, additional charges used for energy production are stopped when the reservoir content falls below about 70% of the total content. As both the minimum charge and the turbine charge are discharged into the Wiehl, it would also be superfluous to maintain the minimum charge if water is simultaneously discharged through the turbine. This results in a case of a reduction of a discharge A (minimum levy) by the amount of levy B (turbine) as described above<ref name="Aggerverband_1999">'''Aggerverband''' (1999): Hydrological Safety of the Genkel and Aggertal Dams. Expert opinion of the Department of Engineering Hydrology and Water Management, TU Darmstadt</ref>.