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1999 ... Francisco Olivera and David R. Maidment · A significant part of the cost of most highway projects is attributable to drainage facilities, such as bridges, highway culverts, storm drains, and water quality and quantity control structures. Design of these facilities involves a hydrologic analysis to determine the design discharge, and a
1738-S [CTR] ... FHWA/TX-00/1738-s ... Project Summary Report, 0-1738
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1999 ... developed by F. Olivera [and three others] · This disc includes an HTML file that constitutes a cover page. From this cover page, links connect the user to Avenue scripts, tutorial exercises, and demonstration movies that describe the use of ArcView in floodplain mapping activities. The entire set of Avenue scripts, exercises, and
1738 CD-ROM 3 [CRWR] ... Product 0-1738 cd-rom 3
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1999 ... developed by Francisco Olivera and David Maidment · CRWR-PrePro is an ArcView preprocessor that extracts information from digital spatial data and sets it in a form that can be used by other application programs. It is our intention to develop connections to different hydrologic, hydraulic and environmental engineering software
1738 CD-ROM 2 [CRWR] ... Product 0-1738 cd-rom 2
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1999 ... developed by Francisco Olivera and David Maidment · This disc includes three directories. The first of which, the TXDATA directory, stores the digital spatial data of Texas presented in Chapter 4 of TxDOT Research Report 1738-6. | The PEAKFLOW directory stores the grid of potential extreme peak discharges presented in
1738 CD-ROM 1 [CRWR] ... Product 0-1738
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1999 ... Francisco Olivera and David R. Maidment · A significant portion of the cost of most highway projects can be attributed to the design and construction of such drainage facilities as bridges, highway culverts, storm drains, and water quality and quantity control structures. At the minimum, the design of these facilities involves hydrologic
1738-6 [CTR] ... FHWA/TX-00/0-1738-6
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1998 ... David R. Maidment, Eric Tate, Francisco Olivera · Since the 1960s, civil engineers have employed a variety of computer models for stream floodplain analysis. HEC-2 and its Windows counterpart, HEC-RAS, have been the principal models used for such analyses. A significant deficiency of these programs is that the location of
1738-4 [CTR] ... FHWA/TX-99/1738-4
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1997 ... by Francisco Olivera, Juling Bao and David R. Maidment · The design of highway drainage facilities involves a hydrologic analysis to determine the design discharge, as well as a hydraulic analysis of the conveyance capacity of the facility. In this report, we present a geographic information system (GIS) for the development of
1738-3 [CTR] ... FHWA/TX-98/1738-3
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1997 ... by Francisco Olivera and David R. Maidment · A literature review on flow hydrographs, peak discharges, and computer-based hydrologic and hydraulic modeling has been prepared. The first section deals with flow estimation, with special attention given to flood peak discharges (because they are a key design parameter for
1738-1 [CTR] ... FHWA/TX-98/1738-1
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1997 ... by Francisco Olivera and David R. Maidment · A hydrologic spatial database of the drainage area of the Gulf of Mexico that spans the area from the Sabine River to the Rio Grande has been prepared. A brief description of the data, as well as how to obtain them, is also given. The database includes the following files: (1) digital
1738-2 [CTR] ... FHWA/TX-98/1738-2
Full-text Link: