: Development type has emerged as an important focal point for addressing a wide range of social, cultural, and environmental concerns related to urban growth. Low impact development techniques that rely heavily on infiltration practices are increasingly being used to manage storm water. In this study, four development types (conventional curvilinear, urban cluster, coving, and new urbanism) were modeled both with and without infiltration practices to determine their relative effects on urban runoff. Modeling was performed with a modified version of the Natural Resources Conservation Service (NRCS) runoff method that enables evaluation of infiltration practices. Model results indicate that urban cluster developments produce the smallest volume of runoff due to the large portion of land kept in a natural condition. Infiltration practices are most effective for small storms and in developments with Hydrologic Group A soils. Significant reductions in runoff can be achieved in all four development types if infiltration practices treat many impervious surfaces. As more infiltration practices are implemented, the differences in runoff among development types diminish. With a strategic combination of site layout and infiltration design, any development type can reduce hydrologic impacts, allowing developers to consider other factors, such as convenience, marketability, community needs, and aesthetics.
[1]
A. Allen Bradley,et al.
EVALUATION OF HYDROLOGIC BENEFITS OF INFILTRATION BASED URBAN STORM WATER MANAGEMENT 1
,
2003
.
[2]
C. Jackson,et al.
URBANIZATION OF AQUATIC SYSTEMS: DEGRADATION THRESHOLDS, STORMWATER DETECTION, AND THE LIMITS OF MITIGATION 1
,
1997
.
[3]
Uri Shamir,et al.
Water-Sensitive Urban Planning: Modeling On-Site Infiltration
,
2001
.
[4]
G. E. Seaburn,et al.
Appraisal of operating efficiency of recharge basins on Long Island, New York, in 1969
,
1974
.
[5]
Greg Lindsey,et al.
Inspection and maintenance of infiltration facilities
,
1992
.
[6]
Glenn E. Moglen,et al.
EFFECT OF ORIENTATION OF SPATIALLY DISTRIBUTED CURVE NUMBERS IN RUNOFF CALCULATIONS 1
,
2000
.
[7]
Walter J. Rawls,et al.
Green‐ampt Infiltration Parameters from Soils Data
,
1983
.
[8]
R. Reynolds,et al.
Effects of urbanization on base flow of selected south-shore streams
,
1982
.
[9]
David J. Sample,et al.
Geographic Information Systems, Decision Support Systems, and Urban Storm-Water Management
,
2001
.
[10]
Chin H. Wu,et al.
Richards Equation Model of a Rain Garden
,
2004
.