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Volumn 15, Issue 1, 2010, Pages 15-19

Preservation of watershed regime for low-impact development through detention

Author keywords

Detention basins; Preservation; Runoff; Stormwater management; Sustainable development; Watersheds

Indexed keywords

DETENTION BASIN; DEVELOPMENT POTENTIAL; ECOSYSTEM PROTECTION; ENGINEERING DESIGN; HYDROLOGIC REGIME; INNOVATIVE METHOD; LOW IMPACT DEVELOPMENT; MEAN FLOW; PRESERVATION; PUBLIC SAFETY; RUNOFF VOLUMES; STANDARD DEVIATION; STORMWATER MANAGEMENTS; STORMWATERS;

EID: 77957363942     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000144     Document Type: Article
Times cited : (16)

References (14)
  • 1
    • 0025449386 scopus 로고
    • Stream-channel incision following drainage basin urbanization
    • WARBAQ, 0043-1370,
    • Booth D.B. Stream-channel incision following drainage basin urbanization. Water Resour. Bull. 1990, 26:407-417. WARBAQ, 0043-1370,
    • (1990) Water Resour. Bull. , vol.26 , pp. 407-417
    • Booth, D.B.1
  • 3
    • 0004060254 scopus 로고
    • Results of the nationwide urban runoff program
    • EPA Report Final Rep. No.NTIS PB84-185545, U.S. Environmental Protection Agency, Washington, D.C.
    • Results of the nationwide urban runoff program. 1983, EPA Report Final Rep. No.NTIS PB84-185545, U.S. Environmental Protection Agency, Washington, D.C.
    • (1983)
  • 4
    • 56449090192 scopus 로고    scopus 로고
    • Low impact development methods
    • EPA Report Rep. No.EPA440/5-87-001, U.S. Environmental Protection Agency, Washington, D.C.
    • Low impact development methods. 2006, EPA Report Rep. No.EPA440/5-87-001, U.S. Environmental Protection Agency, Washington, D.C.
    • (2006)
  • 5
    • 49849091457 scopus 로고    scopus 로고
    • Reducing stormwater costs through low impact development (LID) strategies and practices
    • EPA Report Rep. No.EPA 841-F-07-006, U.S. Environmental Protection Agency, Washington, D.C.
    • Reducing stormwater costs through low impact development (LID) strategies and practices. 2007, EPA Report Rep. No.EPA 841-F-07-006, U.S. Environmental Protection Agency, Washington, D.C.
    • (2007)
  • 6
    • 0036842788 scopus 로고    scopus 로고
    • Overflow risk of storm water BMP basin design
    • JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2002)7:6(428)
    • Guo J.C. Y. Overflow risk of storm water BMP basin design. J. Hydrol. Eng. 2002, 7(6):428-434. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2002)7:6(428)
    • (2002) J. Hydrol. Eng. , vol.7 , Issue.6 , pp. 428-434
    • Guo, J.C.Y.1
  • 7
    • 56449093192 scopus 로고    scopus 로고
    • Retrofit storm-water detention basin for low-impact development
    • JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(2008)134:6(872)
    • Guo J.C. Y. Cheng Y.C. J. Retrofit storm-water detention basin for low-impact development. J. Irrig. Drain. Eng. 2008, 134(6):872-876. JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(2008)134:6(872)
    • (2008) J. Irrig. Drain. Eng. , vol.134 , Issue.6 , pp. 872-876
    • Guo, J.C.Y.1    Cheng, Y.C.J.2
  • 8
    • 0029677627 scopus 로고    scopus 로고
    • Maximized retention volume determined by runoff capture rate
    • JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1996)122:1(33)
    • Guo J.C. Y. Urbonas B. Maximized retention volume determined by runoff capture rate. J. Water Resour. Plann. Manage. 1996, 122(1):33-39. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1996)122:1(33)
    • (1996) J. Water Resour. Plann. Manage. , vol.122 , Issue.1 , pp. 33-39
    • Guo, J.C.Y.1    Urbonas, B.2
  • 9
    • 0036565842 scopus 로고    scopus 로고
    • Runoff capture and delivery curves for storm-water quality control designs
    • JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2002)128:3(208)
    • Guo J.C. Y. Urbonas B. Runoff capture and delivery curves for storm-water quality control designs. J. Water Resour. Plann. Manage. 2002, 128(3):208-215. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2002)128:3(208)
    • (2002) J. Water Resour. Plann. Manage. , vol.128 , Issue.3 , pp. 208-215
    • Guo, J.C.Y.1    Urbonas, B.2
  • 10
    • 1642553948 scopus 로고    scopus 로고
    • LID-Hydro Analysis, Dept. of Environmental Resources Programs and Planning Division, Prince George's County, Md.
    • Low-impact development hydrologic analysis 1999, LID-Hydro Analysis, Dept. of Environmental Resources Programs and Planning Division, Prince George's County, Md.
    • (1999) Low-impact development hydrologic analysis
  • 11
    • 3242753685 scopus 로고    scopus 로고
    • LID-Practice, U.S. Dept. of Housing and Urban Development, Office of Policy Development and Research, Washington, D.C.
    • The practice of low impact development 2003, LID-Practice, U.S. Dept. of Housing and Urban Development, Office of Policy Development and Research, Washington, D.C.
    • (2003) The practice of low impact development
  • 12
    • 0003568980 scopus 로고    scopus 로고
    • LID-Strategy, Dept. of Environmental Resources Programs and Planning Division, Prince George's County, Md.
    • Low-impact development design strategies: An integrated design approach 1999, LID-Strategy, Dept. of Environmental Resources Programs and Planning Division, Prince George's County, Md.
    • (1999) Low-impact development design strategies: An integrated design approach
  • 13
    • 0029676647 scopus 로고    scopus 로고
    • Hydrology for optimal sizing of urban runoff treatment control system
    • WQINEV, 0892-211X, and
    • Roesner L. Urbonas B. Guo J.C. Y. Hydrology for optimal sizing of urban runoff treatment control system. Water Qual. Int. 1996, 1:30-33. WQINEV, 0892-211X, and
    • (1996) Water Qual. Int. , vol.1 , pp. 30-33
    • Roesner, L.1    Urbonas, B.2    Guo, J.C.Y.3
  • 14
    • 77957341169 scopus 로고    scopus 로고
    • USWDCM, Vol Urban Drainage and Flood Control District, Denver.
    • Urban storm water design criteria manual 2001, 1-3. USWDCM, Vol Urban Drainage and Flood Control District, Denver.
    • (2001) Urban storm water design criteria manual , vol.1-3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.