Developing bridge-scour equations for Colorado mountain streams
(eBook)
Author
Contributors
Published
Denver, Colo. : Colorado Department of Transportation, Applied Research and Innovation Branch, 2018.
Physical Desc
1 online resource (various pageings) : illustrations, maps
Status
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More Details
Format
eBook
Language
English
Notes
General Note
"March 2018."
Description
CDOT currently uses FHWA's HEC-18 methods to estimate bridge-pier scour values. The FHWA equations was based largely on streams with uniform sediments, subcritical-flow conditions, and flatter gradients. In western states where many bridges cross steep mountain channels, bridge-scour equations are applied beyond the range of conditions for which they were derived. In this research study, a new bridge pier-scour equation has been developed suitable for streams flowing through mountainous regions of Colorado.
Funding Information
Report No.,CDOT-2018-10
Citations
APA Citation, 7th Edition (style guide)
Molinas, A., Mommandi, A., Khan, A. R., & Sollenberger, B. (2018). Developing bridge-scour equations for Colorado mountain streams . Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Albert. Molinas et al.. 2018. Developing Bridge-scour Equations for Colorado Mountain Streams. Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Albert. Molinas et al.. Developing Bridge-scour Equations for Colorado Mountain Streams Colorado Department of Transportation, Applied Research and Innovation Branch, 2018.
MLA Citation, 9th Edition (style guide)Molinas, Albert., Amanullah Mommandi, Aziz R Khan, and Brett Sollenberger. Developing Bridge-scour Equations for Colorado Mountain Streams Colorado Department of Transportation, Applied Research and Innovation Branch, 2018.
Note! Citations contain only title, author, edition, publisher, and year published. Citations should be used as a guideline and should be double checked for accuracy. Citation formats are based on standards as of August 2021.
Staff View
Grouped Work ID
fe53dcd9-7608-aa0a-86f6-07e7350d6692-eng
Grouping Information
| Grouped Work ID | fe53dcd9-7608-aa0a-86f6-07e7350d6692-eng |
|---|---|
| Full title | developing bridge scour equations for colorado mountain streams |
| Author | molinas albert |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-05-15 06:10:27AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Jul 26, 2022 |
| Last Used | May 15, 2024 |
Marc Record
| First Detected | Aug 08, 2019 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 04:37:29 AM |
MARC Record
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| 100 | 1 | |a Molinas, Albert. | |
| 245 | 1 | 0 | |a Developing bridge-scour equations for Colorado mountain streams|h [electronic resource] /|c Albert Molinas, Amanullah Monnandi, Aziz Khan, Brett Sollenberger. |
| 264 | 1 | |a Denver, Colo. :|b Colorado Department of Transportation, Applied Research and Innovation Branch,|c 2018. | |
| 300 | |a 1 online resource (various pageings) :|b illustrations, maps | ||
| 336 | |a text|b txt|2 rdacontent | ||
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| 500 | |a "March 2018." | ||
| 520 | |a CDOT currently uses FHWA's HEC-18 methods to estimate bridge-pier scour values. The FHWA equations was based largely on streams with uniform sediments, subcritical-flow conditions, and flatter gradients. In western states where many bridges cross steep mountain channels, bridge-scour equations are applied beyond the range of conditions for which they were derived. In this research study, a new bridge pier-scour equation has been developed suitable for streams flowing through mountainous regions of Colorado. | ||
| 536 | |a Report No.|f CDOT-2018-10 | ||
| 588 | 0 | |a Online resource; title from PDF cover (viewed August 2019) | |
| 650 | 0 | |a Scour at bridges|z Colorado. | |
| 650 | 0 | |a Bridges|z Colorado|x Foundations and piers. | |
| 700 | 1 | |a Mommandi, Amanullah,|d 1947- | |
| 700 | 1 | |a Khan, Aziz R. | |
| 700 | 1 | |a Sollenberger, Brett. | |
| 710 | 1 | |a Colorado.|b Department of Transportation.|b Applied Research and Innovation Branch. | |
| 856 | 4 | 0 | |u http://hdl.handle.net/11629/co:30753_tra2101810internet.pdf|z Access online |
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