Coordination: the key to effective water data management / Langford, R. H.

Public ISBD Titre : Coordination: the key to effective water data management Type de document : texte imprimé Auteurs : Langford, R. H. ; Doyel, W. W. Mention d'édition : Us Department of the Interior Editeur : US Department of the Interior Année de publication : 1970 ISBN/ISSN/EAN : CI-10429 Note générale : The purpose of this paper is to discuss the most effective manner in which to develop and maintain the required base of hydrologie data, i.e., the most effective means of managing water data activities, the acquisition, the handling, and the use. Langues : Anglais (eng) Mots-clés : Qualité de l'eau  Gestion de l'eau  Collecte des données  Hydrologie Index. décimale : 551.48 Hydrologie : Résumé : The purpose of this paper is to discuss the most effective manner in which to develop and maintain the required base of hydrologie data, i.e., the most effective means of managing water data activities, the acquisition, the handling, and the use. Note de contenu : The purpose of this paper is to discuss the most effective manner in which to develop and maintain the required base of hydrologie data, i.e., the most effective means of managing water data activities, the acquisition, the handling, and the use. Coordination: the key to effective water data management [texte imprimé] / Langford, R. H. ; Doyel, W. W.  . -  Us Department of the Interior . - US Department of the Interior, 1970. ISSN : CI-10429 The purpose of this paper is to discuss the most effective manner in which to develop and maintain the required base of hydrologie data, i.e., the most effective means of managing water data activities, the acquisition, the handling, and the use. Langues : Anglais (eng) Mots-clés : Qualité de l'eau  Gestion de l'eau  Collecte des données  Hydrologie Index. décimale : 551.48 Hydrologie : Résumé : The purpose of this paper is to discuss the most effective manner in which to develop and maintain the required base of hydrologie data, i.e., the most effective means of managing water data activities, the acquisition, the handling, and the use. Note de contenu : The purpose of this paper is to discuss the most effective manner in which to develop and maintain the required base of hydrologie data, i.e., the most effective means of managing water data activities, the acquisition, the handling, and the use.

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Design Standards : Embankment Dam, 13. Chapter 19 : geotextiles

Public ISBD Titre de série : Design Standards : Embankment Dam, 13 Titre : Chapter 19 : geotextiles Type de document : texte imprimé Mention d'édition : US Department of the Interior Editeur : US Department of the Interior Année de publication : 1992 ISBN/ISSN/EAN : CI-09331 Note générale : This document contains : Applicability/ Exceptions and revisions to standard/ Description and classification of geotextiles/ Applications/ Design procedures/ Laboratory testing/ Construction considerations. Langues : Anglais (eng) Mots-clés : Géotextile  Classification des SOL  Drainage  Erosion  Perméabilité du sol Index. décimale : 631.45 Erosion et lutte anti-érosion 631.46 Résumé : This document contains : Applicability/ Exceptions and revisions to standard/ Description and classification of geotextiles/ Applications/ Design procedures/ Laboratory testing/ Construction considerations. Note de contenu : This document contains : Applicability/ Exceptions and revisions to standard/ Description and classification of geotextiles/ Applications/ Design procedures/ Laboratory testing/ Construction considerations. Design Standards : Embankment Dam, 13. Chapter 19 : geotextiles [texte imprimé]  . -  US Department of the Interior . - US Department of the Interior, 1992. ISSN : CI-09331 This document contains : Applicability/ Exceptions and revisions to standard/ Description and classification of geotextiles/ Applications/ Design procedures/ Laboratory testing/ Construction considerations. Langues : Anglais (eng) Mots-clés : Géotextile  Classification des SOL  Drainage  Erosion  Perméabilité du sol Index. décimale : 631.45 Erosion et lutte anti-érosion 631.46 Résumé : This document contains : Applicability/ Exceptions and revisions to standard/ Description and classification of geotextiles/ Applications/ Design procedures/ Laboratory testing/ Construction considerations. Note de contenu : This document contains : Applicability/ Exceptions and revisions to standard/ Description and classification of geotextiles/ Applications/ Design procedures/ Laboratory testing/ Construction considerations.

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Design summary : coachella canal implace lining prototype alle-american canal relocation California

Public ISBD Titre : Design summary : coachella canal implace lining prototype alle-american canal relocation California Type de document : texte imprimé Mention d'édition : US Department of the Interior Editeur : US Department of the Interior Année de publication : 1990 ISBN/ISSN/EAN : CI-08363 Note générale : Contents : 1) Introduction/ 2) Project history/ 3) Research : a - concrete, b - environmental, c - geosynthetics, d - hydraulics/ 4) design : a - sizing the canal prism, b - connectng the geomembrane to existing structures, c - geomembrane protection near existing structures, d - protection of the concrete cover from displacement due to hydraulic pressure behind lining, e - escape mechanisms. Langues : Anglais (eng) Mots-clés : Environnement  Recherche développement  Drainage  Erosion  Canal Index. décimale : 631.45 Erosion et lutte anti-érosion 631.46 Résumé : Contents : 1) Introduction/ 2) Project history/ 3) Research : a - concrete, b - environmental, c - geosynthetics, d - hydraulics/ 4) design : a - sizing the canal prism, b - connectng the geomembrane to existing structures, c - geomembrane protection near existing structures, d - protection of the concrete cover from displacement due to hydraulic pressure behind lining, e - escape mechanisms. Note de contenu : Contents : 1) Introduction/ 2) Project history/ 3) Research : a - concrete, b - environmental, c - geosynthetics, d - hydraulics/ 4) design : a - sizing the canal prism, b - connectng the geomembrane to existing structures, c - geomembrane protection near existing structures, d - protection of the concrete cover from displacement due to hydraulic pressure behind lining, e - escape mechanisms. Design summary : coachella canal implace lining prototype alle-american canal relocation California [texte imprimé]  . -  US Department of the Interior . - US Department of the Interior, 1990. ISSN : CI-08363 Contents : 1) Introduction/ 2) Project history/ 3) Research : a - concrete, b - environmental, c - geosynthetics, d - hydraulics/ 4) design : a - sizing the canal prism, b - connectng the geomembrane to existing structures, c - geomembrane protection near existing structures, d - protection of the concrete cover from displacement due to hydraulic pressure behind lining, e - escape mechanisms. Langues : Anglais (eng) Mots-clés : Environnement  Recherche développement  Drainage  Erosion  Canal Index. décimale : 631.45 Erosion et lutte anti-érosion 631.46 Résumé : Contents : 1) Introduction/ 2) Project history/ 3) Research : a - concrete, b - environmental, c - geosynthetics, d - hydraulics/ 4) design : a - sizing the canal prism, b - connectng the geomembrane to existing structures, c - geomembrane protection near existing structures, d - protection of the concrete cover from displacement due to hydraulic pressure behind lining, e - escape mechanisms. Note de contenu : Contents : 1) Introduction/ 2) Project history/ 3) Research : a - concrete, b - environmental, c - geosynthetics, d - hydraulics/ 4) design : a - sizing the canal prism, b - connectng the geomembrane to existing structures, c - geomembrane protection near existing structures, d - protection of the concrete cover from displacement due to hydraulic pressure behind lining, e - escape mechanisms.

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Engineering Monographs, 8. Theory and problems of water percolation / Zangar, N. C.

Public ISBD Titre de série : Engineering Monographs, 8 Titre : Theory and problems of water percolation Type de document : texte imprimé Auteurs : Zangar, N. C. Mention d'édition : US Department of the Interior Editeur : US Department of the Interior Année de publication : 1953 ISBN/ISSN/EAN : CI-05526 Note générale : "The flow of water through dams and their fondations, and the accompanying pressures and gradients that exist, have long been recognized by engineers as important factors in dam design. This monograph is concerned with the effects of this ""percolating"" water and the methods for correcting these effects when they are thought to be detrimental. Also given are several methods for determining the permeability of soils by field tests." Langues : Anglais (eng) Mots-clés : Infiltration  Permeabilité du sol  Analyse hydrodynamique  Expérimentation  Barrage  Physique du sol  Theorie Index. décimale : 627.8 Barrages Résumé : "The flow of water through dams and their fondations, and the accompanying pressures and gradients that exist, have long been recognized by engineers as important factors in dam design. This monograph is concerned with the effects of this ""percolating"" water and the methods for correcting these effects when they are thought to be detrimental. Also given are several methods for determining the permeability of soils by field tests." Note de contenu : "The flow of water through dams and their fondations, and the accompanying pressures and gradients that exist, have long been recognized by engineers as important factors in dam design. This monograph is concerned with the effects of this ""percolating"" water and the methods for correcting these effects when they are thought to be detrimental. Also given are several methods for determining the permeability of soils by field tests." Engineering Monographs, 8. Theory and problems of water percolation [texte imprimé] / Zangar, N. C.  . -  US Department of the Interior . - US Department of the Interior, 1953. ISSN : CI-05526 "The flow of water through dams and their fondations, and the accompanying pressures and gradients that exist, have long been recognized by engineers as important factors in dam design. This monograph is concerned with the effects of this ""percolating"" water and the methods for correcting these effects when they are thought to be detrimental. Also given are several methods for determining the permeability of soils by field tests." Langues : Anglais (eng) Mots-clés : Infiltration  Permeabilité du sol  Analyse hydrodynamique  Expérimentation  Barrage  Physique du sol  Theorie Index. décimale : 627.8 Barrages Résumé : "The flow of water through dams and their fondations, and the accompanying pressures and gradients that exist, have long been recognized by engineers as important factors in dam design. This monograph is concerned with the effects of this ""percolating"" water and the methods for correcting these effects when they are thought to be detrimental. Also given are several methods for determining the permeability of soils by field tests." Note de contenu : "The flow of water through dams and their fondations, and the accompanying pressures and gradients that exist, have long been recognized by engineers as important factors in dam design. This monograph is concerned with the effects of this ""percolating"" water and the methods for correcting these effects when they are thought to be detrimental. Also given are several methods for determining the permeability of soils by field tests."

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Geological survey professionnal paper, 917. A numerical model of material transport in salt-wedge estuaries / Fischer, H. B.

Public ISBD Titre de série : Geological survey professionnal paper, 917 Titre : A numerical model of material transport in salt-wedge estuaries Type de document : texte imprimé Auteurs : Fischer, H. B. ; Stoner, D. J. ; Haushild, W. L. Mention d'édition : US Department of the Interior Editeur : US Department of the Interior Année de publication : 1975 ISBN/ISSN/EAN : CI-05512 Note générale : Water in a salt-wedge estuary ideally is characterized by an oscillating well-mixed wedge of undiluted seawater topped by a series of successively more dilute overlying layers. In the wedge the flow is entrained upward into the overlying layer. The report describes required input data and method of operation of the computer program. Langues : Anglais (eng) Mots-clés : Débit solide  Modèle mathématique  Informatisation  Salinité  Estuaire  Sédimentation Index. décimale : 551 Géologie, météorologie, hydrologie générale Résumé : Water in a salt-wedge estuary ideally is characterized by an oscillating well-mixed wedge of undiluted seawater topped by a series of successively more dilute overlying layers. In the wedge the flow is entrained upward into the overlying layer. The report describes required input data and method of operation of the computer program. Note de contenu : Water in a salt-wedge estuary ideally is characterized by an oscillating well-mixed wedge of undiluted seawater topped by a series of successively more dilute overlying layers. In the wedge the flow is entrained upward into the overlying layer. The report describes required input data and method of operation of the computer program. Geological survey professionnal paper, 917. A numerical model of material transport in salt-wedge estuaries [texte imprimé] / Fischer, H. B. ; Stoner, D. J. ; Haushild, W. L.  . -  US Department of the Interior . - US Department of the Interior, 1975. ISSN : CI-05512 Water in a salt-wedge estuary ideally is characterized by an oscillating well-mixed wedge of undiluted seawater topped by a series of successively more dilute overlying layers. In the wedge the flow is entrained upward into the overlying layer. The report describes required input data and method of operation of the computer program. Langues : Anglais (eng) Mots-clés : Débit solide  Modèle mathématique  Informatisation  Salinité  Estuaire  Sédimentation Index. décimale : 551 Géologie, météorologie, hydrologie générale Résumé : Water in a salt-wedge estuary ideally is characterized by an oscillating well-mixed wedge of undiluted seawater topped by a series of successively more dilute overlying layers. In the wedge the flow is entrained upward into the overlying layer. The report describes required input data and method of operation of the computer program. Note de contenu : Water in a salt-wedge estuary ideally is characterized by an oscillating well-mixed wedge of undiluted seawater topped by a series of successively more dilute overlying layers. In the wedge the flow is entrained upward into the overlying layer. The report describes required input data and method of operation of the computer program.

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Linings of irrigation canals

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Project skywater : an introduction to rivers in the sky

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Unated States Geological Survey water-Supply, 2368. Vol.2, Effects of surface coal mining and reclamation on the geohydrology of six small watershed in west-central indiana / Martin, J. D.

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United States Géological Survey water-Supply paper, 2346. Geohydrology and ground-water resources of Philadelphia, Pensylvania / Paulachok, G. N.

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US geological Survey Water Supply Paper, 2182. Trap-efficiency study, highland creek flood retarding reservoir near Kelseyville, Colifornia, water years 1966-77 / Truyillo, L. F.

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US geological Survey Water Supply Paper, 2189. Estimated effects of progected ground water withdrauel on movement of the salwater front in the Floridan aquifer, 1976 - 2000, West central Florida / Wilson, W. E.

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