Long-Throated Flumes and Broad-Crested Weirs
Autor M.G. Bosen Limba Engleză Hardback – 30 noi 1984
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Specificații
ISBN-13: 9789024731138
ISBN-10: 9024731135
Pagini: 160
Ilustrații: XIV, 142 p.
Dimensiuni: 155 x 235 x 18 mm
Greutate: 0.4 kg
Ediția:1985
Editura: SPRINGER NETHERLANDS
Colecția Springer
Locul publicării:Dordrecht, Netherlands
ISBN-10: 9024731135
Pagini: 160
Ilustrații: XIV, 142 p.
Dimensiuni: 155 x 235 x 18 mm
Greutate: 0.4 kg
Ediția:1985
Editura: SPRINGER NETHERLANDS
Colecția Springer
Locul publicării:Dordrecht, Netherlands
Public țintă
ResearchCuprins
1 The Advantages of Using Broad-Crested Weirs and Long-Throated Flumes.- 1.1 Introduction.- 1.2 Advantages.- 2 History of Flumes.- 2.1 Introduction.- 2.2 Flumes with piezometer tap in the converging transition.- 2.3 Structures with head measurement upstream of the converging transition.- 3 The Head-Discharge Relationship.- 3.1 Basic equations.- 3.2 Specific energy.- 3.3 Head-discharge equations.- 3.4. Equivalent shapes of control sections.- 3.5. Discharge coefficient, Cd.- 3.6 Approach velocity coefficient, Cv.- 3.7 Alternative rating by iteration.- 4 Required Head Loss Over the Structure.- 4.1 Introduction.- 4.2 Theory.- 4.3 Hydraulic laboratory tests.- 4.4 Experimental verification of modular limit estimate with recent tests.- 4.5 Visual detection of modular limit.- 5 Demands Placed on a Structure in an Irrigation and Drainage System.- 5.1 Introduction.- 5.2 Function of the structure.- 5.3 Head loss for modular flow.- 5.4 Range of discharges to be measured.- 5.5 Error in the measurement of flow.- 5.6 Restriction of backwater effect.- 5.7 Sediment transport capacity.- 5.8 Design procedure for a structure.- Summary.- Samenvatting.- List of Symbols.