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Analysis of drought characteristics by the theory of runs / Gwerrero-Salazar, P.
Titre : Analysis of drought characteristics by the theory of runs Type de document : texte imprimé Auteurs : Gwerrero-Salazar, P. ; Yevjevich, V. Mention d'édition : Colorado state University Editeur : Colorado state University Année de publication : 1975 ISBN/ISSN/EAN : CI-04839 Note générale : Methodologie for analysis of drought are presented on the bases of objective difinitions of droughts for stationary and periodic stochastic processes. Droughts of stationary series are studied by means of the theory of runs. Distributions of the longest run-sum of infinite series for a given lenght, and distributions of the run - longth and the run-sum of infinite series for various cases of univariate and bivariate and bivariate series are investigated. Exact approximate or experimentally obtained expressions are presented for univariate and bivariate independent and depend series. Langues : Anglais (eng) Mots-clés : Sécheresse Expérimentation Politique de l'environnement Index. décimale : 363.7 Environnement : classer ici la protection de l'environnement Résumé : Methodologie for analysis of drought are presented on the bases of objective difinitions of droughts for stationary and periodic stochastic processes. Droughts of stationary series are studied by means of the theory of runs. Distributions of the longest run-sum of infinite series for a given lenght, and distributions of the run - longth and the run-sum of infinite series for various cases of univariate and bivariate and bivariate series are investigated. Exact approximate or experimentally obtained expressions are presented for univariate and bivariate independent and depend series. Note de contenu : Methodologie for analysis of drought are presented on the bases of objective difinitions of droughts for stationary and periodic stochastic processes. Droughts of stationary series are studied by means of the theory of runs. Distributions of the longest run-sum of infinite series for a given lenght, and distributions of the run - longth and the run-sum of infinite series for various cases of univariate and bivariate and bivariate series are investigated. Exact approximate or experimentally obtained expressions are presented for univariate and bivariate independent and depend series. Analysis of drought characteristics by the theory of runs [texte imprimé] / Gwerrero-Salazar, P. ; Yevjevich, V. . - Colorado state University . - Colorado state University, 1975.
ISSN : CI-04839
Methodologie for analysis of drought are presented on the bases of objective difinitions of droughts for stationary and periodic stochastic processes. Droughts of stationary series are studied by means of the theory of runs. Distributions of the longest run-sum of infinite series for a given lenght, and distributions of the run - longth and the run-sum of infinite series for various cases of univariate and bivariate and bivariate series are investigated. Exact approximate or experimentally obtained expressions are presented for univariate and bivariate independent and depend series.
Langues : Anglais (eng)
Mots-clés : Sécheresse Expérimentation Politique de l'environnement Index. décimale : 363.7 Environnement : classer ici la protection de l'environnement Résumé : Methodologie for analysis of drought are presented on the bases of objective difinitions of droughts for stationary and periodic stochastic processes. Droughts of stationary series are studied by means of the theory of runs. Distributions of the longest run-sum of infinite series for a given lenght, and distributions of the run - longth and the run-sum of infinite series for various cases of univariate and bivariate and bivariate series are investigated. Exact approximate or experimentally obtained expressions are presented for univariate and bivariate independent and depend series. Note de contenu : Methodologie for analysis of drought are presented on the bases of objective difinitions of droughts for stationary and periodic stochastic processes. Droughts of stationary series are studied by means of the theory of runs. Distributions of the longest run-sum of infinite series for a given lenght, and distributions of the run - longth and the run-sum of infinite series for various cases of univariate and bivariate and bivariate series are investigated. Exact approximate or experimentally obtained expressions are presented for univariate and bivariate independent and depend series. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B839.126475 CI-04839 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible Comptes rendus du douzième congrès de l'amélioration internationale de recherche hydrauliques
Titre : Comptes rendus du douzième congrès de l'amélioration internationale de recherche hydrauliques Type de document : texte imprimé Mention d'édition : Colorado State University Editeur : Colorado state University Année de publication : 1967 ISBN/ISSN/EAN : CI-11738 Note générale : Introduction to the twelfth congress of the IAHR 1967. Opening remaks to the twelfth congress of the IAHR 1967. Twelfth congress of the international association for hydraulic research. Langues : Français (fre) Langues originales : Anglais (eng) Mots-clés : Hydraulique Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : Introduction to the twelfth congress of the IAHR 1967. Opening remaks to the twelfth congress of the IAHR 1967. Twelfth congress of the international association for hydraulic research. Note de contenu : Introduction to the twelfth congress of the IAHR 1967. Opening remaks to the twelfth congress of the IAHR 1967. Twelfth congress of the international association for hydraulic research. Comptes rendus du douzième congrès de l'amélioration internationale de recherche hydrauliques [texte imprimé] . - Colorado State University . - Colorado state University, 1967.
ISSN : CI-11738
Introduction to the twelfth congress of the IAHR 1967. Opening remaks to the twelfth congress of the IAHR 1967. Twelfth congress of the international association for hydraulic research.
Langues : Français (fre) Langues originales : Anglais (eng)
Mots-clés : Hydraulique Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : Introduction to the twelfth congress of the IAHR 1967. Opening remaks to the twelfth congress of the IAHR 1967. Twelfth congress of the international association for hydraulic research. Note de contenu : Introduction to the twelfth congress of the IAHR 1967. Opening remaks to the twelfth congress of the IAHR 1967. Twelfth congress of the international association for hydraulic research. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B738.167345 CI-11738 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B738.167346 CI-11738 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B738.167343 CI-11738 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B738.167344 CI-11738 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B738.167341 CI-11738 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B738.167342 CI-11738 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B738.167339 CI-11738 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B738.167340 CI-11738 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible Exclusion and ejection of sediment from canals / Melone, A.M.
Titre : Exclusion and ejection of sediment from canals Type de document : texte imprimé Auteurs : Melone, A.M. Mention d'édition : Colorado State University Editeur : Colorado state University Année de publication : 1974 ISBN/ISSN/EAN : CI-05139 Note générale : In general, irrigation canals and the canals carrying water for municipal or industrial use have a smaller capacity to transport sediment than their river source of supply. The major reasons for this are the flatter bed slopes and relatively smaller flow rates of the canal. Thus, unless prevented from entering the canal with the diversion water by excluder sytems or removed from the canal near the head works by ejection systems, the sediment will be deposited, reducing canal capacity and making frequent costly cleaning necessary. This thesis discusses the various exclusion and ejection techniques, the essential sediment and river mechanics concepts needed for the design of successful systems and presents general guidelines for their design. Langues : Anglais (eng) Mots-clés : Sédimentation Bassin versant Alimentation en eau Débit fluvial Canal d'irrigation Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : In general, irrigation canals and the canals carrying water for municipal or industrial use have a smaller capacity to transport sediment than their river source of supply. The major reasons for this are the flatter bed slopes and relatively smaller flow rates of the canal. Thus, unless prevented from entering the canal with the diversion water by excluder sytems or removed from the canal near the head works by ejection systems, the sediment will be deposited, reducing canal capacity and making frequent costly cleaning necessary. This thesis discusses the various exclusion and ejection techniques, the essential sediment and river mechanics concepts needed for the design of successful systems and presents general guidelines for their design. Note de contenu : In general, irrigation canals and the canals carrying water for municipal or industrial use have a smaller capacity to transport sediment than their river source of supply. The major reasons for this are the flatter bed slopes and relatively smaller flow rates of the canal. Thus, unless prevented from entering the canal with the diversion water by excluder sytems or removed from the canal near the head works by ejection systems, the sediment will be deposited, reducing canal capacity and making frequent costly cleaning necessary. This thesis discusses the various exclusion and ejection techniques, the essential sediment and river mechanics concepts needed for the design of successful systems and presents general guidelines for their design. Exclusion and ejection of sediment from canals [texte imprimé] / Melone, A.M. . - Colorado State University . - Colorado state University, 1974.
ISSN : CI-05139
In general, irrigation canals and the canals carrying water for municipal or industrial use have a smaller capacity to transport sediment than their river source of supply. The major reasons for this are the flatter bed slopes and relatively smaller flow rates of the canal. Thus, unless prevented from entering the canal with the diversion water by excluder sytems or removed from the canal near the head works by ejection systems, the sediment will be deposited, reducing canal capacity and making frequent costly cleaning necessary. This thesis discusses the various exclusion and ejection techniques, the essential sediment and river mechanics concepts needed for the design of successful systems and presents general guidelines for their design.
Langues : Anglais (eng)
Mots-clés : Sédimentation Bassin versant Alimentation en eau Débit fluvial Canal d'irrigation Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : In general, irrigation canals and the canals carrying water for municipal or industrial use have a smaller capacity to transport sediment than their river source of supply. The major reasons for this are the flatter bed slopes and relatively smaller flow rates of the canal. Thus, unless prevented from entering the canal with the diversion water by excluder sytems or removed from the canal near the head works by ejection systems, the sediment will be deposited, reducing canal capacity and making frequent costly cleaning necessary. This thesis discusses the various exclusion and ejection techniques, the essential sediment and river mechanics concepts needed for the design of successful systems and presents general guidelines for their design. Note de contenu : In general, irrigation canals and the canals carrying water for municipal or industrial use have a smaller capacity to transport sediment than their river source of supply. The major reasons for this are the flatter bed slopes and relatively smaller flow rates of the canal. Thus, unless prevented from entering the canal with the diversion water by excluder sytems or removed from the canal near the head works by ejection systems, the sediment will be deposited, reducing canal capacity and making frequent costly cleaning necessary. This thesis discusses the various exclusion and ejection techniques, the essential sediment and river mechanics concepts needed for the design of successful systems and presents general guidelines for their design. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B139.134939 CI-05139 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B139.134940 CI-05139 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B139.134941 CI-05139 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B139.134942 CI-05139 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B139.134943 CI-05139 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B139.134944 CI-05139 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B139.134945 CI-05139 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B139.134946 CI-05139 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible Hydrology papers, 76. Analysis and synthesis of flood control measures / Kon Chin Tai
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 Hydrology papers, 78. Two-dimensional mass dispersion in rivers / Hally, F. M.
PermalinkHydrology papers. Range and deficit analysis using markov chains / Gamide, F. L. S
PermalinkInformation series, 8. Inventory of current: water resources research at Colorado State University, July 1973
PermalinkIrrigation engineering / Hart, W.E.
PermalinkMicroturbulent diffusion and dispersion = Diffusion et dispersion microturbulente (part I). Seminar communications = Communications au seminaires (part II)
PermalinkProccedings vol 3: erosion and local scour downstream from hydraulic structures comptes rendus: affoulements locaux du lit à l'aval des ouvrages hydrauliques
PermalinkSocio-economic aspects of irrigated agriculture / Viachos, E.
PermalinkVol 1, Proceedings : the international hydrology Symppsium, September 6-8, 1967
PermalinkVol 2, Proceedings : The international hydrologgy symposium, september 6-8, 1967
PermalinkWater Management Technical Report, 7. The effect of data limitations on they application of systems analysis to water resources planning in developing countries / Garcia-Martinez, L. E.
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