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Book 3- chapter A2 : measurement of peak discharge by the slope-area method / Dalrymphe, T.
Titre : Book 3- chapter A2 : measurement of peak discharge by the slope-area method Type de document : texte imprimé Auteurs : Dalrymphe, T. ; Benson, M. A. Mention d'édition : US Government Printing Office Editeur : US Government Printing Office Année de publication : 1967 ISBN/ISSN/EAN : CI-07706 Note générale : This chapter describes application of the manning equation to mesure peak discharge in open channels. Field and office procedure limited to this method are describes.Selection of reaches and cross sections is detailed, discharges equations are given, and a complete facsimile example of computation of a slope-area measurement is also given. Langues : Anglais (eng) Mots-clés : Méthodologie Calcul Evaluation Ressource en eau Canal Eau de surface Hydrologie Equation Mesur'e Formule Surface de pente Débit maximum Index. décimale : 551.48 Hydrologie : Résumé : This chapter describes application of the manning equation to mesure peak discharge in open channels. Field and office procedure limited to this method are describes.Selection of reaches and cross sections is detailed, discharges equations are given, and a complete facsimile example of computation of a slope-area measurement is also given. Note de contenu : This chapter describes application of the manning equation to mesure peak discharge in open channels. Field and office procedure limited to this method are describes.Selection of reaches and cross sections is detailed, discharges equations are given, and a complete facsimile example of computation of a slope-area measurement is also given. Book 3- chapter A2 : measurement of peak discharge by the slope-area method [texte imprimé] / Dalrymphe, T. ; Benson, M. A. . - US Government Printing Office . - US Government Printing Office, 1967.
ISSN : CI-07706
This chapter describes application of the manning equation to mesure peak discharge in open channels. Field and office procedure limited to this method are describes.Selection of reaches and cross sections is detailed, discharges equations are given, and a complete facsimile example of computation of a slope-area measurement is also given.
Langues : Anglais (eng)
Mots-clés : Méthodologie Calcul Evaluation Ressource en eau Canal Eau de surface Hydrologie Equation Mesur'e Formule Surface de pente Débit maximum Index. décimale : 551.48 Hydrologie : Résumé : This chapter describes application of the manning equation to mesure peak discharge in open channels. Field and office procedure limited to this method are describes.Selection of reaches and cross sections is detailed, discharges equations are given, and a complete facsimile example of computation of a slope-area measurement is also given. Note de contenu : This chapter describes application of the manning equation to mesure peak discharge in open channels. Field and office procedure limited to this method are describes.Selection of reaches and cross sections is detailed, discharges equations are given, and a complete facsimile example of computation of a slope-area measurement is also given. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B706.166130 CI-07706 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B706.166129 CI-07706 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B706.166127 CI-07706 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B706.166128 CI-07706 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B706.166126 CI-07706 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B706.166124 CI-07706 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B706.166125 CI-07706 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B706.166123 CI-07706 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible Book 3, chapter A4 : measurement of peak discharge at width contractions by indirect methods / Matthai, H. F.
Titre : Book 3, chapter A4 : measurement of peak discharge at width contractions by indirect methods Type de document : texte imprimé Auteurs : Matthai, H. F. Mention d'édition : US Government Printing Office Editeur : US Government Printing Office Année de publication : 1968 ISBN/ISSN/EAN : CI-07704 Note générale : This chapter describes procedure for mesuring peak discharges using open-channel width contractions. Field and office procedures limited to this method are describes . This discharge equation based on the continuity and energy equation between an approach cross section and the contracted section under abridge of contraction is given. Contractions are classified into four geometric types . Discharge coefficients and computations procedures are given with a complete facsimile example of computation of a contracted-opening measurement. Additional procedure are given for multiple-opening contractions. Langues : Anglais (eng) Mots-clés : Méthodologie Calcul Eau de surface Canal Evaluation Laboratoire Ressource en eau Hydrologie Mesure Débit maximun Contration des largeurs Methode indirecte Formule Equation Index. décimale : 551.48 Hydrologie : Résumé : This chapter describes procedure for mesuring peak discharges using open-channel width contractions. Field and office procedures limited to this method are describes . This discharge equation based on the continuity and energy equation between an approach cross section and the contracted section under abridge of contraction is given. Contractions are classified into four geometric types . Discharge coefficients and computations procedures are given with a complete facsimile example of computation of a contracted-opening measurement. Additional procedure are given for multiple-opening contractions. Note de contenu : This chapter describes procedure for mesuring peak discharges using open-channel width contractions. Field and office procedures limited to this method are describes . This discharge equation based on the continuity and energy equation between an approach cross section and the contracted section under abridge of contraction is given. Contractions are classified into four geometric types . Discharge coefficients and computations procedures are given with a complete facsimile example of computation of a contracted-opening measurement. Additional procedure are given for multiple-opening contractions. Book 3, chapter A4 : measurement of peak discharge at width contractions by indirect methods [texte imprimé] / Matthai, H. F. . - US Government Printing Office . - US Government Printing Office, 1968.
ISSN : CI-07704
This chapter describes procedure for mesuring peak discharges using open-channel width contractions. Field and office procedures limited to this method are describes . This discharge equation based on the continuity and energy equation between an approach cross section and the contracted section under abridge of contraction is given. Contractions are classified into four geometric types . Discharge coefficients and computations procedures are given with a complete facsimile example of computation of a contracted-opening measurement. Additional procedure are given for multiple-opening contractions.
Langues : Anglais (eng)
Mots-clés : Méthodologie Calcul Eau de surface Canal Evaluation Laboratoire Ressource en eau Hydrologie Mesure Débit maximun Contration des largeurs Methode indirecte Formule Equation Index. décimale : 551.48 Hydrologie : Résumé : This chapter describes procedure for mesuring peak discharges using open-channel width contractions. Field and office procedures limited to this method are describes . This discharge equation based on the continuity and energy equation between an approach cross section and the contracted section under abridge of contraction is given. Contractions are classified into four geometric types . Discharge coefficients and computations procedures are given with a complete facsimile example of computation of a contracted-opening measurement. Additional procedure are given for multiple-opening contractions. Note de contenu : This chapter describes procedure for mesuring peak discharges using open-channel width contractions. Field and office procedures limited to this method are describes . This discharge equation based on the continuity and energy equation between an approach cross section and the contracted section under abridge of contraction is given. Contractions are classified into four geometric types . Discharge coefficients and computations procedures are given with a complete facsimile example of computation of a contracted-opening measurement. Additional procedure are given for multiple-opening contractions. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B704.162746 CI-07704 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B704.162745 CI-07704 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B704.162744 CI-07704 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B704.162743 CI-07704 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B704.162742 CI-07704 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B704.162741 CI-07704 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B704.162740 CI-07704 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B704.162739 CI-07704 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible Book 3, chapter C1: finite -difference model for aquifer simulation in two dimensions with results of numerical experiments / Tresadt, P. C.
Titre : Book 3, chapter C1: finite -difference model for aquifer simulation in two dimensions with results of numerical experiments Type de document : texte imprimé Auteurs : Tresadt, P. C. ; Pinder, G. F. ; Larson, S. P. Mention d'édition : United Stated Government Printing Office Editeur : United Stated Government Printing Office Année de publication : 1976 ISBN/ISSN/EAN : CI-07693 Note générale : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Langues : Anglais (eng) Mots-clés : Eau souterraine Evapotranspiration Simulation Comparaison Ordinateur Ruissellement Informatique Développement théorique Equation Solution numérique Programme Aquifère Modèle de simulation Index. décimale : 005 Programmation, programmes, organisation des données, logiciel Résumé : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Note de contenu : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Book 3, chapter C1: finite -difference model for aquifer simulation in two dimensions with results of numerical experiments [texte imprimé] / Tresadt, P. C. ; Pinder, G. F. ; Larson, S. P. . - United Stated Government Printing Office . - United Stated Government Printing Office, 1976.
ISSN : CI-07693
The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk.
Langues : Anglais (eng)
Mots-clés : Eau souterraine Evapotranspiration Simulation Comparaison Ordinateur Ruissellement Informatique Développement théorique Equation Solution numérique Programme Aquifère Modèle de simulation Index. décimale : 005 Programmation, programmes, organisation des données, logiciel Résumé : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Note de contenu : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B693.121251 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121252 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121253 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121254 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121255 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121256 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121257 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121258 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible Book 7, chapter C2 : computer model of two dimensional sulte transport and dispersion in ground-water / Karikow, L. F.
Titre : Book 7, chapter C2 : computer model of two dimensional sulte transport and dispersion in ground-water Type de document : texte imprimé Auteurs : Karikow, L. F. ; Bredehoeft, J. D. Mention d'édition : US Government Printing Office Editeur : US Government Printing Office Année de publication : 1978 ISBN/ISSN/EAN : CI-07711 Note générale : This report presents a model that simulates solute transport in flow water. The model is both general and flexible in that it can be applied to a wide range to problem types. It is applicable to one or two -dimensional problems involving steady-state or transient flow. The model computes changes in concentration over time caused by the process of convective transport, hydrodynamic dispersion, and mixing from fluid sources. The model assumes that the solute is non reactive and that gradients of fluid density, viscosity, and temperature do not affect the velacity distribution. The model, couples the ground-water flow equation with the solute-transport equation. The report includes a listing of the computer program, which is written in FORTRAN IV and contains about 2, 000 lines. Langues : Anglais (eng) Mots-clés : Eau souterraine Orientation Débit fluvial Simulation Calcul Hydrologie Equation Model d'ordinateur Concentration chimique Transport des solides Réaction Index. décimale : 551.48 Hydrologie : Résumé : This report presents a model that simulates solute transport in flow water. The model is both general and flexible in that it can be applied to a wide range to problem types. It is applicable to one or two -dimensional problems involving steady-state or transient flow. The model computes changes in concentration over time caused by the process of convective transport, hydrodynamic dispersion, and mixing from fluid sources. The model assumes that the solute is non reactive and that gradients of fluid density, viscosity, and temperature do not affect the velacity distribution. The model, couples the ground-water flow equation with the solute-transport equation. The report includes a listing of the computer program, which is written in FORTRAN IV and contains about 2, 000 lines. Note de contenu : This report presents a model that simulates solute transport in flow water. The model is both general and flexible in that it can be applied to a wide range to problem types. It is applicable to one or two -dimensional problems involving steady-state or transient flow. The model computes changes in concentration over time caused by the process of convective transport, hydrodynamic dispersion, and mixing from fluid sources. The model assumes that the solute is non reactive and that gradients of fluid density, viscosity, and temperature do not affect the velacity distribution. The model, couples the ground-water flow equation with the solute-transport equation. The report includes a listing of the computer program, which is written in FORTRAN IV and contains about 2, 000 lines. Book 7, chapter C2 : computer model of two dimensional sulte transport and dispersion in ground-water [texte imprimé] / Karikow, L. F. ; Bredehoeft, J. D. . - US Government Printing Office . - US Government Printing Office, 1978.
ISSN : CI-07711
This report presents a model that simulates solute transport in flow water. The model is both general and flexible in that it can be applied to a wide range to problem types. It is applicable to one or two -dimensional problems involving steady-state or transient flow. The model computes changes in concentration over time caused by the process of convective transport, hydrodynamic dispersion, and mixing from fluid sources. The model assumes that the solute is non reactive and that gradients of fluid density, viscosity, and temperature do not affect the velacity distribution. The model, couples the ground-water flow equation with the solute-transport equation. The report includes a listing of the computer program, which is written in FORTRAN IV and contains about 2, 000 lines.
Langues : Anglais (eng)
Mots-clés : Eau souterraine Orientation Débit fluvial Simulation Calcul Hydrologie Equation Model d'ordinateur Concentration chimique Transport des solides Réaction Index. décimale : 551.48 Hydrologie : Résumé : This report presents a model that simulates solute transport in flow water. The model is both general and flexible in that it can be applied to a wide range to problem types. It is applicable to one or two -dimensional problems involving steady-state or transient flow. The model computes changes in concentration over time caused by the process of convective transport, hydrodynamic dispersion, and mixing from fluid sources. The model assumes that the solute is non reactive and that gradients of fluid density, viscosity, and temperature do not affect the velacity distribution. The model, couples the ground-water flow equation with the solute-transport equation. The report includes a listing of the computer program, which is written in FORTRAN IV and contains about 2, 000 lines. Note de contenu : This report presents a model that simulates solute transport in flow water. The model is both general and flexible in that it can be applied to a wide range to problem types. It is applicable to one or two -dimensional problems involving steady-state or transient flow. The model computes changes in concentration over time caused by the process of convective transport, hydrodynamic dispersion, and mixing from fluid sources. The model assumes that the solute is non reactive and that gradients of fluid density, viscosity, and temperature do not affect the velacity distribution. The model, couples the ground-water flow equation with the solute-transport equation. The report includes a listing of the computer program, which is written in FORTRAN IV and contains about 2, 000 lines. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B711.109339 CI-07711 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B711.109340 CI-07711 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B711.109341 CI-07711 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B711.109342 CI-07711 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B711.109343 CI-07711 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B711.109344 CI-07711 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B711.109345 CI-07711 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B711.109346 CI-07711 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible "Etude ""in situ"" des transfert d'eau non saturée : application à une méthode d'estimation du bilan hydrique" / Daian, J. F.
Titre : "Etude ""in situ"" des transfert d'eau non saturée : application à une méthode d'estimation du bilan hydrique" Type de document : texte imprimé Auteurs : Daian, J. F. Mention d'édition : Université Scientifique et Médicale Editeur : Université Scientifique et Médicale Année de publication : 1971 ISBN/ISSN/EAN : CI-08322 Note générale : "La présente étude comprend 4 chapitres. Le premier chapitre est consacré aux notions théoriques : les grandeurs fondamentales, l'équation de conservation de l'eau, l'équation de Darcy, les relations succion-teneur en eau et les équations à une variable. Le second chapitre aborde les méthodes de mesure ""in situ"", basées sur les mesures de pression et les mesures de teneur en eau et de masse volumique, sondes radioactives. La chapitre 3 porte sur une étude expérimentale des sondes radioactives à travers la méthode, les courbes d'étalonnage, une étude du volume de mesure et une précision de la mesure d'humidité. Le chapitre 4 se penche sur une étude sur le terrain, on y note les mesures effectuées, les caractères généraux du site, l'évaluation des flux journalières et les conclusions des travaux de l'étude." Langues : Français (fre) Mots-clés : Bilan hydrique Méthodologie Infiltration Bassin versant Eau de pluie Hydrologie Expérimentation PRECIPITATIONS Evaporation Transfert d'eau Zone non saturée Equation Zone radioactive Conservation de l'eau Index. décimale : 551.48 Hydrologie : Résumé : "La présente étude comprend 4 chapitres. Le premier chapitre est consacré aux notions théoriques : les grandeurs fondamentales, l'équation de conservation de l'eau, l'équation de Darcy, les relations succion-teneur en eau et les équations à une variable. Le second chapitre aborde les méthodes de mesure ""in situ"", basées sur les mesures de pression et les mesures de teneur en eau et de masse volumique, sondes radioactives. La chapitre 3 porte sur une étude expérimentale des sondes radioactives à travers la méthode, les courbes d'étalonnage, une étude du volume de mesure et une précision de la mesure d'humidité. Le chapitre 4 se penche sur une étude sur le terrain, on y note les mesures effectuées, les caractères généraux du site, l'évaluation des flux journalières et les conclusions des travaux de l'étude." Note de contenu : "La présente étude comprend 4 chapitres. Le premier chapitre est consacré aux notions théoriques : les grandeurs fondamentales, l'équation de conservation de l'eau, l'équation de Darcy, les relations succion-teneur en eau et les équations à une variable. Le second chapitre aborde les méthodes de mesure ""in situ"", basées sur les mesures de pression et les mesures de teneur en eau et de masse volumique, sondes radioactives. La chapitre 3 porte sur une étude expérimentale des sondes radioactives à travers la méthode, les courbes d'étalonnage, une étude du volume de mesure et une précision de la mesure d'humidité. Le chapitre 4 se penche sur une étude sur le terrain, on y note les mesures effectuées, les caractères généraux du site, l'évaluation des flux journalières et les conclusions des travaux de l'étude." "Etude ""in situ"" des transfert d'eau non saturée : application à une méthode d'estimation du bilan hydrique" [texte imprimé] / Daian, J. F. . - Université Scientifique et Médicale . - Université Scientifique et Médicale, 1971.
ISSN : CI-08322
"La présente étude comprend 4 chapitres. Le premier chapitre est consacré aux notions théoriques : les grandeurs fondamentales, l'équation de conservation de l'eau, l'équation de Darcy, les relations succion-teneur en eau et les équations à une variable. Le second chapitre aborde les méthodes de mesure ""in situ"", basées sur les mesures de pression et les mesures de teneur en eau et de masse volumique, sondes radioactives. La chapitre 3 porte sur une étude expérimentale des sondes radioactives à travers la méthode, les courbes d'étalonnage, une étude du volume de mesure et une précision de la mesure d'humidité. Le chapitre 4 se penche sur une étude sur le terrain, on y note les mesures effectuées, les caractères généraux du site, l'évaluation des flux journalières et les conclusions des travaux de l'étude."
Langues : Français (fre)
Mots-clés : Bilan hydrique Méthodologie Infiltration Bassin versant Eau de pluie Hydrologie Expérimentation PRECIPITATIONS Evaporation Transfert d'eau Zone non saturée Equation Zone radioactive Conservation de l'eau Index. décimale : 551.48 Hydrologie : Résumé : "La présente étude comprend 4 chapitres. Le premier chapitre est consacré aux notions théoriques : les grandeurs fondamentales, l'équation de conservation de l'eau, l'équation de Darcy, les relations succion-teneur en eau et les équations à une variable. Le second chapitre aborde les méthodes de mesure ""in situ"", basées sur les mesures de pression et les mesures de teneur en eau et de masse volumique, sondes radioactives. La chapitre 3 porte sur une étude expérimentale des sondes radioactives à travers la méthode, les courbes d'étalonnage, une étude du volume de mesure et une précision de la mesure d'humidité. Le chapitre 4 se penche sur une étude sur le terrain, on y note les mesures effectuées, les caractères généraux du site, l'évaluation des flux journalières et les conclusions des travaux de l'étude." Note de contenu : "La présente étude comprend 4 chapitres. Le premier chapitre est consacré aux notions théoriques : les grandeurs fondamentales, l'équation de conservation de l'eau, l'équation de Darcy, les relations succion-teneur en eau et les équations à une variable. Le second chapitre aborde les méthodes de mesure ""in situ"", basées sur les mesures de pression et les mesures de teneur en eau et de masse volumique, sondes radioactives. La chapitre 3 porte sur une étude expérimentale des sondes radioactives à travers la méthode, les courbes d'étalonnage, une étude du volume de mesure et une précision de la mesure d'humidité. Le chapitre 4 se penche sur une étude sur le terrain, on y note les mesures effectuées, les caractères généraux du site, l'évaluation des flux journalières et les conclusions des travaux de l'étude." Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B322.151314 CI-08322 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B322.151312 CI-08322 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B322.151313 CI-08322 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B322.151311 CI-08322 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B322.151310 CI-08322 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B322.151309 CI-08322 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B322.151308 CI-08322 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B322.151307 CI-08322 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible Journal of hydrology. Steady flow from an injection well in leaky aquifer / Shakya, S. K.
PermalinkModèle hydrologique à paramètres globaux / Sautier, J. L.
PermalinkMéthodes et techniques de l'analyse numérique / Legras, J.
PermalinkCollection universitaire de mathématique (FR), 12. Calcul des différences finies / Guelfond, A.O.
PermalinkLes Cours de Sorbonne (FR). Calcul numérique et applications / Hennequin, A.
PermalinkExercices résolus : équations aux dérivés partielles / Martin, A.
Permalink2064. Relationships between basic soil - engineering equations and basic groundwater flow equations / Jorgensen, D. G.
PermalinkBien commencer ses études scientifiques : savoir-faire en maths / Yves BIOLLAY
PermalinkBook 3, chapter A5 : Measurment of peak discharge at dams by indirect methods / Hulsing, H.
PermalinkBook 4, chapter A1 : some statistical tools in hydrologie / Riggs, H. C.
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