Sewer sideweir with throttling pipe

Journal of Irrigation and Drainage Engineering

Volumn 125, Issue 5, 1999, Pages 298-306

  Del Giudice, Giuseppe ^a   Hager, Willi H ^b  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

^b ETH ZURICH   (Switzerland)

Author keywords

[No Author keywords available]

Indexed keywords

DISCHARGE (FLUID MECHANICS); FLOW OF WATER; HYDRAULICS; MATHEMATICAL MODELS; PIPE; RAIN; WEIRS;

FROUDE NUMBER; SEWER SIDEWEIRS; THROTTLING PIPE;

COMBINED SEWERS;

FLOW CHARACTERISTICS; FROUDE NUMBER; SEWER; STORM OVERFLOW; WEIR;

EID: 0032694509     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(1999)125:5(298)     Document Type: Article

References (8)

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2. Gisonni, C., and Hager, W. H. (1997). "Short sewer sideweir." J. Irrig. and Drain. Engrg., ASCE, 123(5), 354-363.
3. Hager, W. H. (1994). "Impact hydraulic jump." J. Hydr. Engrg., ASCE, 120(5), 633-637.
4. Hager, W. H. (1995). Abwasserhydraulik [Sewer hydraulics]. Springer, Berlin and New York (in German).
5. Hager, W. H., and Del Giudice, G. (1998). "Generalized culvert design diagram." J. Irrig. and Drain. Engrg., ASCE, 124(5), 271-274.
6. Ramamurthy, A. S., Subramanya, K., and Carballada, L. (1978). "Uniformly discharging lateral weirs." J. Irrig. and Drain. Div., ASCE, 104(4), 399-412.
7. SIA. (1981). "Sonderbauwerke der Kanalisationstechnik (Special structures of sewers)." SIA Dokumentation 40, Schweizerischer Ingenieurund Architekten Verein, Zurich (in German).
8. Ueberl, J., and Hager, W. H. (1994). "Mobiler Venturikanal im Rechteckprofil [Mobile Venturi flume in rectangular channel]. Gas-Wasser-Abwasser, 74(9), 761-768 (in German).