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Titre de série : Hydrology papers, 76 Titre : Analysis and synthesis of flood control measures Type de document : texte imprimé Auteurs : Kon Chin Tai Mention d'édition : Colorado State University Editeur : Colorado state University Année de publication : 1975 ISBN/ISSN/EAN : CI-10121 Note générale : After an introduction about the objective and scope of the stady, the author gives a classification of flood control measures, analyses the flood control measures does a synthesis of flood control measuress and deals with the regional impout-output model for flood control. At last he discusses the results. Langues : Anglais (eng) Mots-clés : Hydrologie Crue Mesure et observation Classification Index. décimale : 551.48 Hydrologie : Résumé : After an introduction about the objective and scope of the stady, the author gives a classification of flood control measures, analyses the flood control measures does a synthesis of flood control measuress and deals with the regional impout-output model for flood control. At last he discusses the results. Note de contenu : After an introduction about the objective and scope of the stady, the author gives a classification of flood control measures, analyses the flood control measures does a synthesis of flood control measuress and deals with the regional impout-output model for flood control. At last he discusses the results. Hydrology papers, 76. Analysis and synthesis of flood control measures [texte imprimé] / Kon Chin Tai . - Colorado State University . - Colorado state University, 1975.
ISSN : CI-10121
After an introduction about the objective and scope of the stady, the author gives a classification of flood control measures, analyses the flood control measures does a synthesis of flood control measuress and deals with the regional impout-output model for flood control. At last he discusses the results.
Langues : Anglais (eng)
Mots-clés : Hydrologie Crue Mesure et observation Classification Index. décimale : 551.48 Hydrologie : Résumé : After an introduction about the objective and scope of the stady, the author gives a classification of flood control measures, analyses the flood control measures does a synthesis of flood control measuress and deals with the regional impout-output model for flood control. At last he discusses the results. Note de contenu : After an introduction about the objective and scope of the stady, the author gives a classification of flood control measures, analyses the flood control measures does a synthesis of flood control measuress and deals with the regional impout-output model for flood control. At last he discusses the results. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI04B121.129531 CI-10121 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B121.129532 CI-10121 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B121.129533 CI-10121 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B121.129534 CI-10121 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B121.129535 CI-10121 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B121.129536 CI-10121 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B121.129537 CI-10121 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B121.129538 CI-10121 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible Hydrology papers, 77. Methodology for selction and timing of water resources projects to promote national economic development / Lemma, W.-A.
Titre de série : Hydrology papers, 77 Titre : Methodology for selction and timing of water resources projects to promote national economic development Type de document : texte imprimé Auteurs : Lemma, W.-A. Mention d'édition : Colorado State University Editeur : Colorado state University Année de publication : 1975 ISBN/ISSN/EAN : CI-09637 Note générale : "The methodology developed in this paper is designed to facilitate the selection and timing of water resources projects to optimally achieve ""a priori"" specified national economic development through desired strategies. The methodology is composed of several analytical procedures. The input output model is used to simulate the national economy thus further facilitating consitent projections of the elements of final demands in accordance with the national economic development objectives and strategies and assessing the total and incremental requirements for sectoral outputs of goads and services at designated future time periods..." Langues : Anglais (eng) Mots-clés : Ressource en eau Méthodologie Développement économique Planification Economie Evaluation Besoin en eau Projet de développement Index. décimale : 553.7 Eau : classer ici les ouvrages généraux sur l'eau Résumé : "The methodology developed in this paper is designed to facilitate the selection and timing of water resources projects to optimally achieve ""a priori"" specified national economic development through desired strategies. The methodology is composed of several analytical procedures. The input output model is used to simulate the national economy thus further facilitating consitent projections of the elements of final demands in accordance with the national economic development objectives and strategies and assessing the total and incremental requirements for sectoral outputs of goads and services at designated future time periods..." Note de contenu : "The methodology developed in this paper is designed to facilitate the selection and timing of water resources projects to optimally achieve ""a priori"" specified national economic development through desired strategies. The methodology is composed of several analytical procedures. The input output model is used to simulate the national economy thus further facilitating consitent projections of the elements of final demands in accordance with the national economic development objectives and strategies and assessing the total and incremental requirements for sectoral outputs of goads and services at designated future time periods..." Hydrology papers, 77. Methodology for selction and timing of water resources projects to promote national economic development [texte imprimé] / Lemma, W.-A. . - Colorado State University . - Colorado state University, 1975.
ISSN : CI-09637
"The methodology developed in this paper is designed to facilitate the selection and timing of water resources projects to optimally achieve ""a priori"" specified national economic development through desired strategies. The methodology is composed of several analytical procedures. The input output model is used to simulate the national economy thus further facilitating consitent projections of the elements of final demands in accordance with the national economic development objectives and strategies and assessing the total and incremental requirements for sectoral outputs of goads and services at designated future time periods..."
Langues : Anglais (eng)
Mots-clés : Ressource en eau Méthodologie Développement économique Planification Economie Evaluation Besoin en eau Projet de développement Index. décimale : 553.7 Eau : classer ici les ouvrages généraux sur l'eau Résumé : "The methodology developed in this paper is designed to facilitate the selection and timing of water resources projects to optimally achieve ""a priori"" specified national economic development through desired strategies. The methodology is composed of several analytical procedures. The input output model is used to simulate the national economy thus further facilitating consitent projections of the elements of final demands in accordance with the national economic development objectives and strategies and assessing the total and incremental requirements for sectoral outputs of goads and services at designated future time periods..." Note de contenu : "The methodology developed in this paper is designed to facilitate the selection and timing of water resources projects to optimally achieve ""a priori"" specified national economic development through desired strategies. The methodology is composed of several analytical procedures. The input output model is used to simulate the national economy thus further facilitating consitent projections of the elements of final demands in accordance with the national economic development objectives and strategies and assessing the total and incremental requirements for sectoral outputs of goads and services at designated future time periods..." Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B637.128642 CI-09637 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B637.128641 CI-09637 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B637.128640 CI-09637 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B637.128639 CI-09637 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B637.128638 CI-09637 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B637.128637 CI-09637 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B637.128636 CI-09637 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B637.128635 CI-09637 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Hydrology papers, 78 Titre : Two-dimensional mass dispersion in rivers Type de document : texte imprimé Auteurs : Hally, F. M. Mention d'édition : Colorado State University Editeur : Colorado state University Année de publication : 1975 ISBN/ISSN/EAN : CI-09636 Note générale : This paper consists of three major elements. Part I outlines some of the available methods for prediction of dispersion in streams and describes the develoment of the numerical model. Part II describes the theoretical basis of the transverse diffusivity and presents the results an analysis of limited experiments conducted in a triangular laboratory channel. Part III consits of the application of the numerical model and experimental results to reproduce the data from field experiments in two rivers. Langues : Anglais (eng) Mots-clés : Hydrologie Fleuve Modèle mathématique Expérimentation Index. décimale : 551.48 Hydrologie : Résumé : This paper consists of three major elements. Part I outlines some of the available methods for prediction of dispersion in streams and describes the develoment of the numerical model. Part II describes the theoretical basis of the transverse diffusivity and presents the results an analysis of limited experiments conducted in a triangular laboratory channel. Part III consits of the application of the numerical model and experimental results to reproduce the data from field experiments in two rivers. Note de contenu : This paper consists of three major elements. Part I outlines some of the available methods for prediction of dispersion in streams and describes the develoment of the numerical model. Part II describes the theoretical basis of the transverse diffusivity and presents the results an analysis of limited experiments conducted in a triangular laboratory channel. Part III consits of the application of the numerical model and experimental results to reproduce the data from field experiments in two rivers. Hydrology papers, 78. Two-dimensional mass dispersion in rivers [texte imprimé] / Hally, F. M. . - Colorado State University . - Colorado state University, 1975.
ISSN : CI-09636
This paper consists of three major elements. Part I outlines some of the available methods for prediction of dispersion in streams and describes the develoment of the numerical model. Part II describes the theoretical basis of the transverse diffusivity and presents the results an analysis of limited experiments conducted in a triangular laboratory channel. Part III consits of the application of the numerical model and experimental results to reproduce the data from field experiments in two rivers.
Langues : Anglais (eng)
Mots-clés : Hydrologie Fleuve Modèle mathématique Expérimentation Index. décimale : 551.48 Hydrologie : Résumé : This paper consists of three major elements. Part I outlines some of the available methods for prediction of dispersion in streams and describes the develoment of the numerical model. Part II describes the theoretical basis of the transverse diffusivity and presents the results an analysis of limited experiments conducted in a triangular laboratory channel. Part III consits of the application of the numerical model and experimental results to reproduce the data from field experiments in two rivers. Note de contenu : This paper consists of three major elements. Part I outlines some of the available methods for prediction of dispersion in streams and describes the develoment of the numerical model. Part II describes the theoretical basis of the transverse diffusivity and presents the results an analysis of limited experiments conducted in a triangular laboratory channel. Part III consits of the application of the numerical model and experimental results to reproduce the data from field experiments in two rivers. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B636.128634 CI-09636 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B636.128633 CI-09636 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B636.128632 CI-09636 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B636.128631 CI-09636 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B636.128629 CI-09636 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B636.128630 CI-09636 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B636.128627 CI-09636 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B636.128628 CI-09636 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Hydrology papers Titre : Range and deficit analysis using markov chains Type de document : texte imprimé Auteurs : Gamide, F. L. S Mention d'édition : Colorado State University Editeur : Colorado state University Année de publication : 1975 ISBN/ISSN/EAN : CI-05138 Note générale : Two properties of the partial sums of random variavles are investigated : the range and the maximum accumulated deficit. The relevance of this study follows from the fact that the range used in the design of storage capacoties for full regulation of river discharge and the maximum accumulated deficit is used in the case of partial regulation. Similarly, a general approach to the distribution of the maximum accumulated deficit of partial sums of independent candom variables is developed. Starting with discrete random variables, the distribution of the maximum accumulated deficit is shown to follow from the theory of markov chains, when the state space is such that one boundary state is absorbing and the other is reflecting. By analogy, the distribution of the maximum accumulated deficit of partial sums of continuous, independant random variables is obtained. Langues : Anglais (eng) Mots-clés : Déficit Mathématique Hydrologie Index. décimale : 551.48 Hydrologie : Résumé : Two properties of the partial sums of random variavles are investigated : the range and the maximum accumulated deficit. The relevance of this study follows from the fact that the range used in the design of storage capacoties for full regulation of river discharge and the maximum accumulated deficit is used in the case of partial regulation. Similarly, a general approach to the distribution of the maximum accumulated deficit of partial sums of independent candom variables is developed. Starting with discrete random variables, the distribution of the maximum accumulated deficit is shown to follow from the theory of markov chains, when the state space is such that one boundary state is absorbing and the other is reflecting. By analogy, the distribution of the maximum accumulated deficit of partial sums of continuous, independant random variables is obtained. Note de contenu : Two properties of the partial sums of random variavles are investigated : the range and the maximum accumulated deficit. The relevance of this study follows from the fact that the range used in the design of storage capacoties for full regulation of river discharge and the maximum accumulated deficit is used in the case of partial regulation. Similarly, a general approach to the distribution of the maximum accumulated deficit of partial sums of independent candom variables is developed. Starting with discrete random variables, the distribution of the maximum accumulated deficit is shown to follow from the theory of markov chains, when the state space is such that one boundary state is absorbing and the other is reflecting. By analogy, the distribution of the maximum accumulated deficit of partial sums of continuous, independant random variables is obtained. Hydrology papers. Range and deficit analysis using markov chains [texte imprimé] / Gamide, F. L. S . - Colorado State University . - Colorado state University, 1975.
ISSN : CI-05138
Two properties of the partial sums of random variavles are investigated : the range and the maximum accumulated deficit. The relevance of this study follows from the fact that the range used in the design of storage capacoties for full regulation of river discharge and the maximum accumulated deficit is used in the case of partial regulation. Similarly, a general approach to the distribution of the maximum accumulated deficit of partial sums of independent candom variables is developed. Starting with discrete random variables, the distribution of the maximum accumulated deficit is shown to follow from the theory of markov chains, when the state space is such that one boundary state is absorbing and the other is reflecting. By analogy, the distribution of the maximum accumulated deficit of partial sums of continuous, independant random variables is obtained.
Langues : Anglais (eng)
Mots-clés : Déficit Mathématique Hydrologie Index. décimale : 551.48 Hydrologie : Résumé : Two properties of the partial sums of random variavles are investigated : the range and the maximum accumulated deficit. The relevance of this study follows from the fact that the range used in the design of storage capacoties for full regulation of river discharge and the maximum accumulated deficit is used in the case of partial regulation. Similarly, a general approach to the distribution of the maximum accumulated deficit of partial sums of independent candom variables is developed. Starting with discrete random variables, the distribution of the maximum accumulated deficit is shown to follow from the theory of markov chains, when the state space is such that one boundary state is absorbing and the other is reflecting. By analogy, the distribution of the maximum accumulated deficit of partial sums of continuous, independant random variables is obtained. Note de contenu : Two properties of the partial sums of random variavles are investigated : the range and the maximum accumulated deficit. The relevance of this study follows from the fact that the range used in the design of storage capacoties for full regulation of river discharge and the maximum accumulated deficit is used in the case of partial regulation. Similarly, a general approach to the distribution of the maximum accumulated deficit of partial sums of independent candom variables is developed. Starting with discrete random variables, the distribution of the maximum accumulated deficit is shown to follow from the theory of markov chains, when the state space is such that one boundary state is absorbing and the other is reflecting. By analogy, the distribution of the maximum accumulated deficit of partial sums of continuous, independant random variables is obtained. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B138.128187 CI-05138 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B138.128188 CI-05138 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B138.128189 CI-05138 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B138.128190 CI-05138 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B138.128191 CI-05138 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B138.128192 CI-05138 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B138.128193 CI-05138 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B138.128194 CI-05138 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
