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Auteur Druse, S. A. |
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U.S. Geological Water supply paper, 2199. Verification of step-backwater computations on ephemeral streams in northeastern Whyoming / Druse, S. A.
Titre de série : U.S. Geological Water supply paper, 2199 Titre : Verification of step-backwater computations on ephemeral streams in northeastern Whyoming Type de document : texte imprimé Auteurs : Druse, S. A. Mention d'édition : U.S. Geological Surveyl Editeur : U.S. Geological Surveyl Année de publication : 1982 ISBN/ISSN/EAN : CI-05108 Note générale : Step-backwater computations were verified by subsequent discharge measurements to three ephemeral streamflow stations in northeastern Wyoming. The standard step-backwater method for gradually varied subcritical flow was used in computing the water-surface profiles and stage-discharge ratings. Step-backwater computations were made at selected intervals from 1 through 1,000 cubic feet per second on Lodgepole Creek through 150 cubic feet per second on Raven Creek, and through 600 cubic feet per second on stand creek. Stage-discharge rating curves and discharge measurements are illustrated for the three sites, with lines of 15 percent departure from the rating curves drawn to measure accuracy of the results. All discharge measurements showed departures of less than 15 percent at the high end of the rating curves. Langues : Anglais (eng) Mots-clés : Eau de surface Ruissellement Mesure et observation Index. décimale : 553.7 Eau : classer ici les ouvrages généraux sur l'eau Résumé : Step-backwater computations were verified by subsequent discharge measurements to three ephemeral streamflow stations in northeastern Wyoming. The standard step-backwater method for gradually varied subcritical flow was used in computing the water-surface profiles and stage-discharge ratings. Step-backwater computations were made at selected intervals from 1 through 1,000 cubic feet per second on Lodgepole Creek through 150 cubic feet per second on Raven Creek, and through 600 cubic feet per second on stand creek. Stage-discharge rating curves and discharge measurements are illustrated for the three sites, with lines of 15 percent departure from the rating curves drawn to measure accuracy of the results. All discharge measurements showed departures of less than 15 percent at the high end of the rating curves. Note de contenu : Step-backwater computations were verified by subsequent discharge measurements to three ephemeral streamflow stations in northeastern Wyoming. The standard step-backwater method for gradually varied subcritical flow was used in computing the water-surface profiles and stage-discharge ratings. Step-backwater computations were made at selected intervals from 1 through 1,000 cubic feet per second on Lodgepole Creek through 150 cubic feet per second on Raven Creek, and through 600 cubic feet per second on stand creek. Stage-discharge rating curves and discharge measurements are illustrated for the three sites, with lines of 15 percent departure from the rating curves drawn to measure accuracy of the results. All discharge measurements showed departures of less than 15 percent at the high end of the rating curves. U.S. Geological Water supply paper, 2199. Verification of step-backwater computations on ephemeral streams in northeastern Whyoming [texte imprimé] / Druse, S. A. . - U.S. Geological Surveyl . - U.S. Geological Surveyl, 1982.
ISSN : CI-05108
Step-backwater computations were verified by subsequent discharge measurements to three ephemeral streamflow stations in northeastern Wyoming. The standard step-backwater method for gradually varied subcritical flow was used in computing the water-surface profiles and stage-discharge ratings. Step-backwater computations were made at selected intervals from 1 through 1,000 cubic feet per second on Lodgepole Creek through 150 cubic feet per second on Raven Creek, and through 600 cubic feet per second on stand creek. Stage-discharge rating curves and discharge measurements are illustrated for the three sites, with lines of 15 percent departure from the rating curves drawn to measure accuracy of the results. All discharge measurements showed departures of less than 15 percent at the high end of the rating curves.
Langues : Anglais (eng)
Mots-clés : Eau de surface Ruissellement Mesure et observation Index. décimale : 553.7 Eau : classer ici les ouvrages généraux sur l'eau Résumé : Step-backwater computations were verified by subsequent discharge measurements to three ephemeral streamflow stations in northeastern Wyoming. The standard step-backwater method for gradually varied subcritical flow was used in computing the water-surface profiles and stage-discharge ratings. Step-backwater computations were made at selected intervals from 1 through 1,000 cubic feet per second on Lodgepole Creek through 150 cubic feet per second on Raven Creek, and through 600 cubic feet per second on stand creek. Stage-discharge rating curves and discharge measurements are illustrated for the three sites, with lines of 15 percent departure from the rating curves drawn to measure accuracy of the results. All discharge measurements showed departures of less than 15 percent at the high end of the rating curves. Note de contenu : Step-backwater computations were verified by subsequent discharge measurements to three ephemeral streamflow stations in northeastern Wyoming. The standard step-backwater method for gradually varied subcritical flow was used in computing the water-surface profiles and stage-discharge ratings. Step-backwater computations were made at selected intervals from 1 through 1,000 cubic feet per second on Lodgepole Creek through 150 cubic feet per second on Raven Creek, and through 600 cubic feet per second on stand creek. Stage-discharge rating curves and discharge measurements are illustrated for the three sites, with lines of 15 percent departure from the rating curves drawn to measure accuracy of the results. All discharge measurements showed departures of less than 15 percent at the high end of the rating curves. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B108.92418 CI-05108 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B108.92417 CI-05108 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B108.92415 CI-05108 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B108.92416 CI-05108 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B108.92414 CI-05108 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B108.92413 CI-05108 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B108.92412 CI-05108 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B108.92411 CI-05108 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible