ECONOMIC DESIGN SOLUTION OF TRAPEZOIDAL OPEN CHANNEL SECTION INVOLVIONG PUMPING USING OPTIMUM DERIVATIVE OF WATER BENEFIT FUNCTION
In the present paper, an economic water benefit design mathematical solution has been derived for trapezoidal open channel section involving pumping which is based on hydraulic and economic considerations. The solution utilizes the derivative optimum of water benefit function and maximizes the benef...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Mohamed Somaida [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2017 |
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| Schlagwörter: |
maximum water benefit mwb function |
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| Übergeordnetes Werk: |
In: Port Said Engineering Research Journal - Port Said University, 2022, 21(2017), 1, Seite 31-40 |
|---|---|
| Übergeordnetes Werk: |
volume:21 ; year:2017 ; number:1 ; pages:31-40 |
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Link aufrufen |
|---|
| DOI / URN: |
10.21608/pserj.2017.33436 |
|---|
| Katalog-ID: |
DOAJ101310242 |
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| 520 | |a In the present paper, an economic water benefit design mathematical solution has been derived for trapezoidal open channel section involving pumping which is based on hydraulic and economic considerations. The solution utilizes the derivative optimum of water benefit function and maximizes the benefit gained from the delivered water to reach the maximum water benefit MWB design solution. The solution is applied on a channel example and the results obtained are compared with those obtained by an earlier solution based on the minimum construction cost MC design of the channel only. The channel costs in both solutions are found to be of nearer magnitudes with little deviation. It is not necessary that the channel geometry in both cases must be identical, because the MWB solution depends on several factors such as; water benefit variables, pumping cost parameters and channel length, while the minimum cost MC solution depends on the channel cost parameters only. The MWB design solution is advantageous in that it achieves money gains even the delivered water is of cheap price, while this advantage is not satisfied in the earlier solution. However, the present study introduces an analytical solution for developing comprehensive water benefit and costing. The results of the given channel example involving pumping, demonstrate the simplicity and practicability of the MWB design solution as well as water benefit verification | ||
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10.21608/pserj.2017.33436 doi (DE-627)DOAJ101310242 (DE-599)DOAJ1579ba28f8f84498be90b5ee7db79918 DE-627 ger DE-627 rakwb eng TA1-2040 Mohamed Somaida verfasserin aut ECONOMIC DESIGN SOLUTION OF TRAPEZOIDAL OPEN CHANNEL SECTION INVOLVIONG PUMPING USING OPTIMUM DERIVATIVE OF WATER BENEFIT FUNCTION 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In the present paper, an economic water benefit design mathematical solution has been derived for trapezoidal open channel section involving pumping which is based on hydraulic and economic considerations. The solution utilizes the derivative optimum of water benefit function and maximizes the benefit gained from the delivered water to reach the maximum water benefit MWB design solution. The solution is applied on a channel example and the results obtained are compared with those obtained by an earlier solution based on the minimum construction cost MC design of the channel only. The channel costs in both solutions are found to be of nearer magnitudes with little deviation. It is not necessary that the channel geometry in both cases must be identical, because the MWB solution depends on several factors such as; water benefit variables, pumping cost parameters and channel length, while the minimum cost MC solution depends on the channel cost parameters only. The MWB design solution is advantageous in that it achieves money gains even the delivered water is of cheap price, while this advantage is not satisfied in the earlier solution. However, the present study introduces an analytical solution for developing comprehensive water benefit and costing. The results of the given channel example involving pumping, demonstrate the simplicity and practicability of the MWB design solution as well as water benefit verification channel geometry pumping costs channel construction costs optimization maximum water benefit mwb function optimal economic depth of flow money gain Engineering (General). Civil engineering (General) In Port Said Engineering Research Journal Port Said University, 2022 21(2017), 1, Seite 31-40 (DE-627)DOAJ078594065 25369377 nnns volume:21 year:2017 number:1 pages:31-40 https://doi.org/10.21608/pserj.2017.33436 kostenfrei https://doaj.org/article/1579ba28f8f84498be90b5ee7db79918 kostenfrei https://pserj.journals.ekb.eg/article_33436_13b85cadaaa18174f5e862c338f83142.pdf kostenfrei https://doaj.org/toc/1110-6603 Journal toc kostenfrei https://doaj.org/toc/2536-9377 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 21 2017 1 31-40 |
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10.21608/pserj.2017.33436 doi (DE-627)DOAJ101310242 (DE-599)DOAJ1579ba28f8f84498be90b5ee7db79918 DE-627 ger DE-627 rakwb eng TA1-2040 Mohamed Somaida verfasserin aut ECONOMIC DESIGN SOLUTION OF TRAPEZOIDAL OPEN CHANNEL SECTION INVOLVIONG PUMPING USING OPTIMUM DERIVATIVE OF WATER BENEFIT FUNCTION 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In the present paper, an economic water benefit design mathematical solution has been derived for trapezoidal open channel section involving pumping which is based on hydraulic and economic considerations. The solution utilizes the derivative optimum of water benefit function and maximizes the benefit gained from the delivered water to reach the maximum water benefit MWB design solution. The solution is applied on a channel example and the results obtained are compared with those obtained by an earlier solution based on the minimum construction cost MC design of the channel only. The channel costs in both solutions are found to be of nearer magnitudes with little deviation. It is not necessary that the channel geometry in both cases must be identical, because the MWB solution depends on several factors such as; water benefit variables, pumping cost parameters and channel length, while the minimum cost MC solution depends on the channel cost parameters only. The MWB design solution is advantageous in that it achieves money gains even the delivered water is of cheap price, while this advantage is not satisfied in the earlier solution. However, the present study introduces an analytical solution for developing comprehensive water benefit and costing. The results of the given channel example involving pumping, demonstrate the simplicity and practicability of the MWB design solution as well as water benefit verification channel geometry pumping costs channel construction costs optimization maximum water benefit mwb function optimal economic depth of flow money gain Engineering (General). Civil engineering (General) In Port Said Engineering Research Journal Port Said University, 2022 21(2017), 1, Seite 31-40 (DE-627)DOAJ078594065 25369377 nnns volume:21 year:2017 number:1 pages:31-40 https://doi.org/10.21608/pserj.2017.33436 kostenfrei https://doaj.org/article/1579ba28f8f84498be90b5ee7db79918 kostenfrei https://pserj.journals.ekb.eg/article_33436_13b85cadaaa18174f5e862c338f83142.pdf kostenfrei https://doaj.org/toc/1110-6603 Journal toc kostenfrei https://doaj.org/toc/2536-9377 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 21 2017 1 31-40 |
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Elektronische Aufsätze |
| author-letter |
Mohamed Somaida |
| doi_str_mv |
10.21608/pserj.2017.33436 |
| title_sort |
economic design solution of trapezoidal open channel section involviong pumping using optimum derivative of water benefit function |
| callnumber |
TA1-2040 |
| title_auth |
ECONOMIC DESIGN SOLUTION OF TRAPEZOIDAL OPEN CHANNEL SECTION INVOLVIONG PUMPING USING OPTIMUM DERIVATIVE OF WATER BENEFIT FUNCTION |
| abstract |
In the present paper, an economic water benefit design mathematical solution has been derived for trapezoidal open channel section involving pumping which is based on hydraulic and economic considerations. The solution utilizes the derivative optimum of water benefit function and maximizes the benefit gained from the delivered water to reach the maximum water benefit MWB design solution. The solution is applied on a channel example and the results obtained are compared with those obtained by an earlier solution based on the minimum construction cost MC design of the channel only. The channel costs in both solutions are found to be of nearer magnitudes with little deviation. It is not necessary that the channel geometry in both cases must be identical, because the MWB solution depends on several factors such as; water benefit variables, pumping cost parameters and channel length, while the minimum cost MC solution depends on the channel cost parameters only. The MWB design solution is advantageous in that it achieves money gains even the delivered water is of cheap price, while this advantage is not satisfied in the earlier solution. However, the present study introduces an analytical solution for developing comprehensive water benefit and costing. The results of the given channel example involving pumping, demonstrate the simplicity and practicability of the MWB design solution as well as water benefit verification |
| abstractGer |
In the present paper, an economic water benefit design mathematical solution has been derived for trapezoidal open channel section involving pumping which is based on hydraulic and economic considerations. The solution utilizes the derivative optimum of water benefit function and maximizes the benefit gained from the delivered water to reach the maximum water benefit MWB design solution. The solution is applied on a channel example and the results obtained are compared with those obtained by an earlier solution based on the minimum construction cost MC design of the channel only. The channel costs in both solutions are found to be of nearer magnitudes with little deviation. It is not necessary that the channel geometry in both cases must be identical, because the MWB solution depends on several factors such as; water benefit variables, pumping cost parameters and channel length, while the minimum cost MC solution depends on the channel cost parameters only. The MWB design solution is advantageous in that it achieves money gains even the delivered water is of cheap price, while this advantage is not satisfied in the earlier solution. However, the present study introduces an analytical solution for developing comprehensive water benefit and costing. The results of the given channel example involving pumping, demonstrate the simplicity and practicability of the MWB design solution as well as water benefit verification |
| abstract_unstemmed |
In the present paper, an economic water benefit design mathematical solution has been derived for trapezoidal open channel section involving pumping which is based on hydraulic and economic considerations. The solution utilizes the derivative optimum of water benefit function and maximizes the benefit gained from the delivered water to reach the maximum water benefit MWB design solution. The solution is applied on a channel example and the results obtained are compared with those obtained by an earlier solution based on the minimum construction cost MC design of the channel only. The channel costs in both solutions are found to be of nearer magnitudes with little deviation. It is not necessary that the channel geometry in both cases must be identical, because the MWB solution depends on several factors such as; water benefit variables, pumping cost parameters and channel length, while the minimum cost MC solution depends on the channel cost parameters only. The MWB design solution is advantageous in that it achieves money gains even the delivered water is of cheap price, while this advantage is not satisfied in the earlier solution. However, the present study introduces an analytical solution for developing comprehensive water benefit and costing. The results of the given channel example involving pumping, demonstrate the simplicity and practicability of the MWB design solution as well as water benefit verification |
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| title_short |
ECONOMIC DESIGN SOLUTION OF TRAPEZOIDAL OPEN CHANNEL SECTION INVOLVIONG PUMPING USING OPTIMUM DERIVATIVE OF WATER BENEFIT FUNCTION |
| url |
https://doi.org/10.21608/pserj.2017.33436 https://doaj.org/article/1579ba28f8f84498be90b5ee7db79918 https://pserj.journals.ekb.eg/article_33436_13b85cadaaa18174f5e862c338f83142.pdf https://doaj.org/toc/1110-6603 https://doaj.org/toc/2536-9377 |
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TA - General and Civil Engineering |
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10.21608/pserj.2017.33436 |
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TA1-2040 |
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2024-07-03T19:55:35.323Z |
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