1983Woo, D. C.PDFTech ReportFHWA-RD-82-066DOT-FH-11-9666DrainageStatistical analysisHydrologyDesign engineeringUnited StatesUnited States. Federal Highway Administration. Offices of Research and DevelopmentCheng, Bih-Ling MonicaYen, B. C.Chow, Ven TeUnited States. Federal Highway Administration. Offices of Research and DevelopmentUniversity of Illinois at Urbana-Champaign. Dept. of Civil EngineeringWoo, Dah-ChengFederal Highway AdministrationRecently developed improved methods for highway storm water drainage require information on the temporal distribution of rainfall (i.e., hyetograph) in addition to the average rain intensity. The triangular design hyetograph method is developed as a practical method to provide the local storm hyetograph...
1983Woo, D. C.PDFTech ReportFHWA-RD-83-041DOT-FH-11-9162DrainageRunoffComputer modelsUnited StatesUn...
The paper describes a comparison of calculated storm water discharges with two kinds of rainfall dat...
015945092015Final ReportPDFTech ReportFHWA/IN/JTRP-2015/19SPR-3716MethodologyStormsTime intervalsTre...
1983Woo, D. C.PDFTech ReportFHWA-RD-82-065DOT-FH-11-9666DrainageHydrologyRainfallUnited StatesUnited...
1983Woo, D. C.PDFTech ReportFHWA-RD-82-064DOT-FH-11-9666DrainageDesign engineeringMethodologyAnalysi...
The main objective of this study is to develop an accurate design method for computi...
1983Woo, D. C.PDFTech ReportFHWA-RD-83-042DOT-FH-11-9162Storm sewersComputer modelsHydraulicsDrainag...
Stormwater runoff is generally simulated using a design storm as input. The use of design storms sig...
Abstract: This document provides pertinent information on the spatial distribution characteristics o...
This report describes an evaluation of the assumption commonly employed in drainage design that the ...
IDF curves provide the rainfall quantity corresponding to a particular critical duration and the des...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Meteorology, 1972.Bibliography: leave...
The rainstorm intensity formula and the design of rainstorm hyetographs are important aspects in dra...
This report presents the results of an investigation of the distribution of heavy rainstorms in the ...
DTFH61-02-Y-30079This report documents methods for data compilation and analysis of statistics for s...
1983Woo, D. C.PDFTech ReportFHWA-RD-83-041DOT-FH-11-9162DrainageRunoffComputer modelsUnited StatesUn...
The paper describes a comparison of calculated storm water discharges with two kinds of rainfall dat...
015945092015Final ReportPDFTech ReportFHWA/IN/JTRP-2015/19SPR-3716MethodologyStormsTime intervalsTre...
1983Woo, D. C.PDFTech ReportFHWA-RD-82-065DOT-FH-11-9666DrainageHydrologyRainfallUnited StatesUnited...
1983Woo, D. C.PDFTech ReportFHWA-RD-82-064DOT-FH-11-9666DrainageDesign engineeringMethodologyAnalysi...
The main objective of this study is to develop an accurate design method for computi...
1983Woo, D. C.PDFTech ReportFHWA-RD-83-042DOT-FH-11-9162Storm sewersComputer modelsHydraulicsDrainag...
Stormwater runoff is generally simulated using a design storm as input. The use of design storms sig...
Abstract: This document provides pertinent information on the spatial distribution characteristics o...
This report describes an evaluation of the assumption commonly employed in drainage design that the ...
IDF curves provide the rainfall quantity corresponding to a particular critical duration and the des...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Meteorology, 1972.Bibliography: leave...
The rainstorm intensity formula and the design of rainstorm hyetographs are important aspects in dra...
This report presents the results of an investigation of the distribution of heavy rainstorms in the ...
DTFH61-02-Y-30079This report documents methods for data compilation and analysis of statistics for s...
1983Woo, D. C.PDFTech ReportFHWA-RD-83-041DOT-FH-11-9162DrainageRunoffComputer modelsUnited StatesUn...
The paper describes a comparison of calculated storm water discharges with two kinds of rainfall dat...
015945092015Final ReportPDFTech ReportFHWA/IN/JTRP-2015/19SPR-3716MethodologyStormsTime intervalsTre...