Storage volume and overflow risk for infiltration basin design

Journal of Irrigation and Drainage Engineering

Volumn 127, Issue 3, 2001, Pages 170-175

  Guo, J C Y ^a   Hughes, W ^a  

^a The University of Colorado Denver   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CATCHMENTS; INFILTRATION; POROSITY; RISK ASSESSMENT; RUNOFF; SOILS; WATERSHEDS;

STORAGE VOLUME;

IRRIGATION;

DESIGN; DRAINAGE; INFILTRATION; OVERFLOW SYSTEM; STORAGE; STORMWATER;

EID: 0035331818     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2001)127:3(170)     Document Type: Article

References (24)

1. Best management practices (BMP)
2. Predicting infiltration and ground-water mounds for artificial recharge
3. Hydraulic properties of porous media
4. Role of the long-term water balance in management of storm water infiltration
5. Studies of soil physics, 1: The flow of air and water through solids
6. Surface-subsurface model for trench infiltration basins
7. Detention storage volume for small urban catchments
8. Sand recovery for highway drainage designs
9. Design of circular infiltration basin under water mounding effects
10. Maximized detention volume determined by runoff capture rate
11. Growth and decay of groundwater-mounds in response to uniform percolation
12. Prediction of infiltration, mound development, and aquifer recharge from a spreading basin or intermittent stream
13. A reductionist physical approach to unsaturated aquifer recharge from a circular spreading basin
14. Effects of in-transit water on groundwater mounds beneath circular and rectangular recharge areas
15. Modeling of artificial recharge basins of different shapes and the effect on the underlying aquifer system
16. Infiltration as a storm water management component
17. Brook-Corey and van Genuchten soil-water-retention models
18. Effects of unsaturated zone on ground-water mounding
19. Results of the nationwide urban runoff program, final report