Transportstrecke/en - Versionsgeschichte

Christina am 15. Januar 2025 um 11:15 Uhr

2025-01-15T11:15:16Z

← Nächstältere Version		Version vom 15. Januar 2025, 13:15 Uhr
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			<span id="Freispiegel-Rohrleitung"></span>
	==Non-Pressurized Pipeline==		==Non-Pressurized Pipeline==

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	\|<math>\nu~\mbox{[m²/s]}</math>: \|\| Kinematic viscosity		\|<math>\nu~\mbox{[m²/s]}</math>: \|\| Kinematic viscosity
	\|-		\|-
	\|<math>k_b ~\mbox{[~~m³/s~~]}</math>: \|\| Operating roughness		\|<math>k_b ~\mbox{[m]}</math>: \|\| Operating roughness
	\|-		\|-
	\|<math>g ~\mbox{[m/s²]}</math>: \|\| Gravitational acceleration		\|<math>g ~\mbox{[m/s²]}</math>: \|\| Gravitational acceleration
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			<span id="Offenes_Gerinne_mit_Angabe_eines_Querprofiles"></span>
	==Cross-Section (Open Channel)==		==Cross-Section (Open Channel)==

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			<span id="Kennlinie_(Wasserspiegel_–_Querschnittsfläche_–_Abfluss)"></span>
	==Rating Curve (Open Channel)==		==Rating Curve (Open Channel)==

	If the flow behavior of the transport reach is known, e.g. from previous hydraulic calculations, a rating curve defining the relationship between water level, cross sectional area and discharge can be used.		If the flow behavior of the transport reach is known, e.g. from previous hydraulic calculations, a rating curve defining the relationship between water level, cross sectional area and discharge can be used.

Haghani am 30. August 2021 um 10:45 Uhr

2021-08-30T10:45:16Z

← Nächstältere Version		Version vom 30. August 2021, 12:45 Uhr
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	[[Datei:Schema_charakteristische_Länge_EN.png\|400px]]		[[Datei:Schema_charakteristische_Länge_EN.png\|400px]]

	The channel is divided into individual segments with the characteristic length. For each segment, the calculation of flow routing is carried out using [[Special:MyLanguage/Berechnungsschema von Speichern\|nonlinear ~~reservoir~~ calculation]] with the help of the steady uniform flow relation.		The channel is divided into individual segments with the characteristic length. For each segment, the calculation of flow routing is carried out using [[Special:MyLanguage/Berechnungsschema von Speichern\|nonlinear storage calculation]] with the help of the steady uniform flow relation.

Froehlich am 26. November 2020 um 07:12 Uhr

2020-11-26T07:12:26Z

← Nächstältere Version		Version vom 26. November 2020, 09:12 Uhr
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	As with non-pressurized pipelines, the translation and retention behavior is simulated using flow routing according to Kalinin-Miljukov. The characteristic length required as a parameter for the Kalinin-Miljukov method is derived from the steady uniform flow relationship according to Manning-Strickler /Rosemann, 1970/.		As with non-pressurized pipelines, the translation and retention behavior is simulated using flow routing according to Kalinin-Miljukov. The characteristic length required as a parameter for the Kalinin-Miljukov method is derived from the steady uniform flow relationship according to Manning-Strickler /Rosemann, 1970/.

	[[Datei:~~Schema_charakteristische_Länge~~.png\|400px]]		[[Datei:Schema_charakteristische_Länge_EN.png\|400px]]

	~~With the characteristic length, the~~ channel is divided into individual segments. For each segment, the calculation of flow routing is carried out using [[Special:MyLanguage/Berechnungsschema von Speichern\|nonlinear reservoir calculation]] with the help of the steady uniform flow relation.		The channel is divided into individual segments with the characteristic length. For each segment, the calculation of flow routing is carried out using [[Special:MyLanguage/Berechnungsschema von Speichern\|nonlinear reservoir calculation]] with the help of the steady uniform flow relation.

Froehlich am 26. November 2020 um 07:08 Uhr

2020-11-26T07:08:12Z

← Nächstältere Version		Version vom 26. November 2020, 09:08 Uhr
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	The following options are implemented:		The following options are implemented:
	[[Datei:~~Berechnungsoptionen_Transportstrecke~~.png\|frame\|none\|Calculation options for transport reaches]]		[[Datei:Berechnungsoptionen_Transportstrecke_EN.png\|frame\|none\|Calculation options for transport reaches]]

Froehlich am 26. November 2020 um 07:06 Uhr

2020-11-26T07:06:57Z

← Nächstältere Version		Version vom 26. November 2020, 09:06 Uhr
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	==Rating Curve (Open Channel)==		==Rating Curve (Open Channel)==

	If the ~~transfer~~ behavior of the transport ~~distance~~ is known from previous ~~water level~~ calculations, the ~~result can be used in the form of a~~ water level-cross ~~section-~~discharge ~~characteristic curve~~.		If the flow behavior of the transport reach is known, e.g. from previous hydraulic calculations, a rating curve defining the relationship between water level, cross sectional area and discharge can be used.

Froehlich am 26. November 2020 um 07:04 Uhr

2020-11-26T07:04:16Z

← Nächstältere Version		Version vom 26. November 2020, 09:04 Uhr
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	==~~Characteristic curve~~ (~~water level - cross-sectional area - discharge~~)==		==Rating Curve (Open Channel)==

	If the transfer behavior of the transport distance is known from previous water level calculations, the result can be used in the form of a water level-cross section-discharge characteristic curve.		If the transfer behavior of the transport distance is known from previous water level calculations, the result can be used in the form of a water level-cross section-discharge characteristic curve.

Froehlich am 26. November 2020 um 07:03 Uhr

2020-11-26T07:03:35Z

← Nächstältere Version		Version vom 26. November 2020, 09:03 Uhr
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	[[Datei:Schema_charakteristische_Länge.png\|400px]]		[[Datei:Schema_charakteristische_Länge.png\|400px]]

	With the characteristic length, the channel is divided into individual segments. For each segment, the calculation of flow routing is carried out using [[Special:MyLanguage/Berechnungsschema von Speichern\|nonlinear reservoir calculation]] with the help of the ~~normal~~ flow relation.		With the characteristic length, the channel is divided into individual segments. For each segment, the calculation of flow routing is carried out using [[Special:MyLanguage/Berechnungsschema von Speichern\|nonlinear reservoir calculation]] with the help of the steady uniform flow relation.

Froehlich am 26. November 2020 um 07:03 Uhr

2020-11-26T07:03:03Z

← Nächstältere Version		Version vom 26. November 2020, 09:03 Uhr
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	==Cross-Section (Open Channel)==		==Cross-Section (Open Channel)==

	As with non-pressurized pipelines, the translation and retention behavior is simulated using flow routing according to Kalinin-Miljukov. The characteristic length required as a parameter for the Kalinin-Miljukov method is derived from the ~~normal~~ flow relationship according to Manning-Strickler /Rosemann, 1970/.		As with non-pressurized pipelines, the translation and retention behavior is simulated using flow routing according to Kalinin-Miljukov. The characteristic length required as a parameter for the Kalinin-Miljukov method is derived from the steady uniform flow relationship according to Manning-Strickler /Rosemann, 1970/.

	[[Datei:Schema_charakteristische_Länge.png\|400px]]		[[Datei:Schema_charakteristische_Länge.png\|400px]]

Froehlich am 25. November 2020 um 16:39 Uhr

2020-11-25T16:39:31Z

← Nächstältere Version		Version vom 25. November 2020, 18:39 Uhr
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	\|}		\|}

	~~According to~~ the characteristic length <math>L</math> the ~~transport distance~~ of the ~~collector~~ <math>L_g</math> is divided into <math>n</math> calculation sections of equal length with		Using the characteristic length <math>L</math>, the length of the transport reach <math>L_g</math> is divided into <math>n</math> calculation sections of equal length with

	::<math>n=L_g/L</math> (where <math>n</math> is an integer number)		::<math>n=L_g/L</math> (where <math>n</math> is an integer number)

Froehlich am 25. November 2020 um 16:39 Uhr

2020-11-25T16:39:23Z

← Nächstältere Version		Version vom 25. November 2020, 18:39 Uhr
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	==Cross-Section (Open Channel)==		==Cross-Section (Open Channel)==

	~~Also here~~, the translation and retention behavior is ~~mapped with help of the~~ Kalinin-Miljukov ~~waveform calculation~~. The characteristic length is derived from the normal ~~runoff~~ relationship according to Manning-Strickler ~~as a parameter of the Kalinin-Miljukov method~~ /Rosemann, 1970/.		As with non-pressurized pipelines, the translation and retention behavior is simulated using flow routing according to Kalinin-Miljukov. The characteristic length required as a parameter for the Kalinin-Miljukov method is derived from the normal flow relationship according to Manning-Strickler /Rosemann, 1970/.

	[[Datei:Schema_charakteristische_Länge.png\|400px]]		[[Datei:Schema_charakteristische_Länge.png\|400px]]