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Journal of Irrigation and Drainage Engineering

Volumn 123, Issue 5, 1997, Pages 354-362

Short sewer sideweir

(2) Gisonni, Corrado a,c Hager, Willi H b,c

a SECOND UNIVERSITY OF NAPLES (Italy)

b ETH ZURICH (Switzerland)

c GARASSINO Srl (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

COMBINED SEWERS; DISCHARGE (FLUID MECHANICS); HYDRAULICS; MATHEMATICAL MODELS; PIPE FLOW; STORM SEWERS;

FROUDE NUMBER; SIDEWEIRS;

WEIRS;

SEWER; WEIR;

EID: 0031229495 PISSN: 07339437 EISSN: None Source Type: Journal
DOI: 10.1061/(asce)0733-9437(1997)123:5(354) Document Type: Article

Times cited : (9)

References (10)

1
- 84889533219
- The hydraulics of storm overflows
- John Pickford, ed., Loughborough University, Loughborough, U.K.
- Ackers, P. (1967). "The hydraulics of storm overflows." Surface water and storm sewage, John Pickford, ed., Loughborough University, Loughborough, U.K., 27-44.
- (1967) Surface Water and Storm Sewage , pp. 27-44
- Ackers, P.¹

2
- 84892826471
- Storm overflow performance studies using crude sewage
- Institution of Civil Engineers, London, U.K.
- Ackers, P., Brewer, A. J., Birkbeck, A. E., and Gameson, A. L. H. (1967). "Storm overflow performance studies using crude sewage." Storm sewage overflows. Institution of Civil Engineers, London, U.K., 63-77.
- (1967) Storm Sewage Overflows , pp. 63-77
- Ackers, P.¹ Brewer, A.J.² Birkbeck, A.E.³ Gameson, A.L.H.⁴

3
- 0003751357
- McGraw-Hill, Inc., New York, N. Y.
- Chow, V. T. (1959). Open channel hydraulics. McGraw-Hill, Inc., New York, N. Y.
- (1959) Open Channel Hydraulics
- Chow, V.T.¹

4
- 0028175677
- Supercritical flow in circular-shaped sideweir
- ASCE
- Hager, W. H. (1994). "Supercritical flow in circular-shaped sideweir." J. Irrig, and Drain. Engrg., ASCE, 120(1), 1-12.
- (1994) J. Irrig, and Drain. Engrg. , vol.120 , Issue.1 , pp. 1-12
- Hager, W.H.¹

5
- 0022471608
- Distribution channels
- ASCE, Errata 114(2), 235
- Hager, W. H., and Volkart, P. U. (1986). "Distribution channels." J. Hydr. Engrg., ASCE, 112(10), 935-952; Errata 114(2), 235.
- (1986) J. Hydr. Engrg. , vol.112 , Issue.10 , pp. 935-952
- Hager, W.H.¹ Volkart, P.U.²

6
- 0020141670
- Transient conditions in the transition from gravity to surcharged sewer flow
- Hamam, M. A., and McCorquodale, J. A. (1982). "Transient conditions in the transition from gravity to surcharged sewer flow." Can. J. Civ. Engrg., 9(2), 189-196.
- (1982) Can. J. Civ. Engrg. , vol.9 , Issue.2 , pp. 189-196
- Hamam, M.A.¹ McCorquodale, J.A.²

7
- 5244271817
- Streichwehre mit niedrigen Überlaufschwellen in kreisförmigen Kanälen
- in German
- Hörler, A., and Hörler, E. (1973). "Streichwehre mit niedrigen Überlaufschwellen in kreisförmigen Kanälen." Gwf-wasser/abwasser, 114(12), 579-584 (in German).
- (1973) Gwf-wasser/abwasser , vol.114 , Issue.12 , pp. 579-584
- Hörler, A.¹ Hörler, E.²

8
- 84889556448
- Practical design of storm sewage overflows
- Institution of Civil Engineers, London, U.K.
- Oakley, H. R. (1967). "Practical design of storm sewage overflows." Storm sewage overflows, Institution of Civil Engineers, London, U.K., 115-122.
- (1967) Storm Sewage Overflows , pp. 115-122
- Oakley, H.R.¹

9
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- Storm sewage overflows, a survey of recent developments
- Tootill, P. R. (1977). "Storm sewage overflows, a survey of recent developments." Chartered Municipal Engr., 104(10), 181-186.
- (1977) Chartered Municipal Engr. , vol.104 , Issue.10 , pp. 181-186
- Tootill, P.R.¹

10
- 0015552748
- Open channel flow equations revisited
- ASCE
- Yen, B. C. (1973). "Open channel flow equations revisited." J. Engrg. Mech. Div., ASCE, 99(5), 979-1008.
- (1973) J. Engrg. Mech. Div. , vol.99 , Issue.5 , pp. 979-1008
- Yen, B.C.¹

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.