Journal of irrigation and drainage engineering, 3. Optimal channel cross section with freeboard / Guo, C.-Y.

Public ISBD Titre de série : Journal of irrigation and drainage engineering, 3 Titre : Optimal channel cross section with freeboard Type de document : texte imprimé Auteurs : Guo, C.-Y. ; Axe, A. M. ; Hughes, W. C. Année de publication : sept-84 ISBN/ISSN/EAN : CI-06261 Note générale : Methods from calculs may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboad. The traditionnal methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revent to traditional solution when the freeboard parameter is set to zero. A graphical solution is provided to simply the resulting equation. Langues : Anglais (eng) Mots-clés : Equipement  Hydraulique  Modèle mathématique  Mathématique  Transmanche  Croix hydraulique  Dimension du chénal  Chenal géométrique Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Methods from calculs may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboad. The traditionnal methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revent to traditional solution when the freeboard parameter is set to zero. A graphical solution is provided to simply the resulting equation. Note de contenu : Methods from calculs may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboad. The traditionnal methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revent to traditional solution when the freeboard parameter is set to zero. A graphical solution is provided to simply the resulting equation. Journal of irrigation and drainage engineering, 3. Optimal channel cross section with freeboard [texte imprimé] / Guo, C.-Y. ; Axe, A. M. ; Hughes, W. C. . - sept-84. ISSN : CI-06261 Methods from calculs may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboad. The traditionnal methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revent to traditional solution when the freeboard parameter is set to zero. A graphical solution is provided to simply the resulting equation. Langues : Anglais (eng) Mots-clés : Equipement  Hydraulique  Modèle mathématique  Mathématique  Transmanche  Croix hydraulique  Dimension du chénal  Chenal géométrique Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Methods from calculs may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboad. The traditionnal methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revent to traditional solution when the freeboard parameter is set to zero. A graphical solution is provided to simply the resulting equation. Note de contenu : Methods from calculs may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboad. The traditionnal methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revent to traditional solution when the freeboard parameter is set to zero. A graphical solution is provided to simply the resulting equation.

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Code-barres	Cote	Support	Localisation	Section	Disponibilité
CI03B261.197906	CI-06261	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B261.197905	CI-06261	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B261.197903	CI-06261	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B261.197904	CI-06261	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B261.197902	CI-06261	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B261.197901	CI-06261	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B261.197899	CI-06261	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B261.197900	CI-06261	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible

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