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Titre : Book 3, chapter A5 : Measurment of peak discharge at dams by indirect methods Type de document : texte imprimé Auteurs : Hulsing, H. Mention d'édition : US Government printing office Editeur : US Government Printing Office Année de publication : 1968 ISBN/ISSN/EAN : CI-07703 Note générale : This chapter describes procedures for measuring peak discharges using dams, weirs and embankments. Field and office procedures limitted to this method are describes. Discharge coefficient and formulas are given for three general classes of weirs-sharp-crested, broad-crested, and round-crested and for highway embankments and weirs of unusual shape. The effects of submergence are defined for most forms. Langues : Anglais (eng) Mots-clés : Eau de surface Ressource en eau Barrage Débit fluvial Methodologie Hydrologie Equation Coéfficient du débit Ruisseau Quai Index. décimale : 551.48 Hydrologie : Résumé : This chapter describes procedures for measuring peak discharges using dams, weirs and embankments. Field and office procedures limitted to this method are describes. Discharge coefficient and formulas are given for three general classes of weirs-sharp-crested, broad-crested, and round-crested and for highway embankments and weirs of unusual shape. The effects of submergence are defined for most forms. Note de contenu : This chapter describes procedures for measuring peak discharges using dams, weirs and embankments. Field and office procedures limitted to this method are describes. Discharge coefficient and formulas are given for three general classes of weirs-sharp-crested, broad-crested, and round-crested and for highway embankments and weirs of unusual shape. The effects of submergence are defined for most forms. Book 3, chapter A5 : Measurment of peak discharge at dams by indirect methods [texte imprimé] / Hulsing, H. . - US Government printing office . - US Government Printing Office, 1968.
ISSN : CI-07703
This chapter describes procedures for measuring peak discharges using dams, weirs and embankments. Field and office procedures limitted to this method are describes. Discharge coefficient and formulas are given for three general classes of weirs-sharp-crested, broad-crested, and round-crested and for highway embankments and weirs of unusual shape. The effects of submergence are defined for most forms.
Langues : Anglais (eng)
Mots-clés : Eau de surface Ressource en eau Barrage Débit fluvial Methodologie Hydrologie Equation Coéfficient du débit Ruisseau Quai Index. décimale : 551.48 Hydrologie : Résumé : This chapter describes procedures for measuring peak discharges using dams, weirs and embankments. Field and office procedures limitted to this method are describes. Discharge coefficient and formulas are given for three general classes of weirs-sharp-crested, broad-crested, and round-crested and for highway embankments and weirs of unusual shape. The effects of submergence are defined for most forms. Note de contenu : This chapter describes procedures for measuring peak discharges using dams, weirs and embankments. Field and office procedures limitted to this method are describes. Discharge coefficient and formulas are given for three general classes of weirs-sharp-crested, broad-crested, and round-crested and for highway embankments and weirs of unusual shape. The effects of submergence are defined for most forms. Réservation
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