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.