1985 riprap tests in flood control channels
(eBook)
Uniform Title
Author
Contributors
Published
Fort Collins, Colo. : Colorado State University, Civil Engineering Department, 1985.
Physical Desc
1 online resource (vi, 44 numbered and 130 unnumbered pages) : illustrations.
Status
Description
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More Details
Format
eBook
Language
English
Notes
General Note
"August 1985."
General Note
"CER85-86-JFR-AS-SRA-EVR-17."
Description
This study is a continuation of the work to determine the point of incipient failure and other hydraulic characteristics of riprap for providing criteria for design of stable ripraps in flood control channels. Two sizes riprap materials were tested. One material had a d = 1.0 in. and the other had a d₅₀ = 2.0 in. Both riprap sizes had the ETL 1110-2-120 gradation recommended by WES.
Citations
APA Citation, 7th Edition (style guide)
Ruff, J. F., Shaikh, A., Abt, S. R., & Richardson, E. V. 1. (1985). 1985 riprap tests in flood control channels . Colorado State University, Civil Engineering Department.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)James Frederick. Ruff et al.. 1985. 1985 Riprap Tests in Flood Control Channels. Colorado State University, Civil Engineering Department.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)James Frederick. Ruff et al.. 1985 Riprap Tests in Flood Control Channels Colorado State University, Civil Engineering Department, 1985.
MLA Citation, 9th Edition (style guide)Ruff, James Frederick., Alaeddin Shaikh, Steven R Abt, and E. V. 1924- Richardson. 1985 Riprap Tests in Flood Control Channels Colorado State University, Civil Engineering Department, 1985.
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
721fc217-9980-5b86-1a6d-34cd3771561d-eng
Grouping Information
| Grouped Work ID | 721fc217-9980-5b86-1a6d-34cd3771561d-eng |
|---|---|
| Full title | 1985 riprap tests in flood control channels |
| Author | ruff james frederick |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-07-04 02:46:45AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Jun 30, 2022 |
| Last Used | Jul 1, 2024 |
Marc Record
| First Detected | Apr 19, 2018 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 04:36:52 AM |
MARC Record
| LEADER | 02568nam a2200529Ii 4500 | ||
|---|---|---|---|
| 001 | on1031713684 | ||
| 003 | OCoLC | ||
| 005 | 20180423090414.0 | ||
| 006 | m o d s | ||
| 007 | cr ||||||||||| | ||
| 008 | 180419s1985 coua ob s000 0 eng d | ||
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| 043 | |a n-us-co | ||
| 049 | |a DDBA | ||
| 086 | |a UCSU6/16.2/R48/1985/INTERNET | ||
| 086 | |a UCSU6/16.2/R48/1985/INTERNET|2 codocs | ||
| 100 | 1 | |a Ruff, James Frederick. | |
| 240 | 1 | 0 | |a 1985 riprap tests in flood control channels (Online) |
| 245 | 1 | 0 | |a 1985 riprap tests in flood control channels|h [electronic resource] /|c prepared for U.S. Army Corps of Engineers, Waterways Experiment Station ; by: James F. Ruff, Alaeddin Shaikh, Steven R. Abt, E.V. Richardson. |
| 264 | 1 | |a Fort Collins, Colo. :|b Colorado State University, Civil Engineering Department,|c 1985. | |
| 300 | |a 1 online resource (vi, 44 numbered and 130 unnumbered pages) :|b illustrations. | ||
| 336 | |a text|b txt|2 rdacontent | ||
| 336 | |a still image|b sti|2 rdacontent | ||
| 337 | |a computer|b c|2 rdamedia | ||
| 338 | |a online resource|b cr|2 rdacarrier | ||
| 490 | 1 | |a CER ;|v 85/86-17 | |
| 500 | |a "August 1985." | ||
| 500 | |a "CER85-86-JFR-AS-SRA-EVR-17." | ||
| 520 | |a This study is a continuation of the work to determine the point of incipient failure and other hydraulic characteristics of riprap for providing criteria for design of stable ripraps in flood control channels. Two sizes riprap materials were tested. One material had a d = 1.0 in. and the other had a d₅₀ = 2.0 in. Both riprap sizes had the ETL 1110-2-120 gradation recommended by WES. | ||
| 588 | 0 | |a Print version record. | |
| 650 | 0 | |a Riprap. | |
| 650 | 0 | |a Channels (Hydraulic engineering) | |
| 700 | 1 | |a Shaikh, Alaeddin. | |
| 700 | 1 | |a Abt, Steven R. | |
| 700 | 1 | |a Richardson, E. V.|q (Everett V.),|d 1924- | |
| 710 | 2 | |a Colorado State University.|b Department of Civil Engineering. | |
| 710 | 2 | |a U.S. Army Engineer Waterways Experiment Station. | |
| 776 | 0 | 8 | |i Print version:|t 1985 riprap tests in flood control channels|w (OCoLC)540834159 |
| 830 | 0 | |a CER ;|v 85/86-17. | |
| 856 | 4 | 1 | |u http://hdl.handle.net/11629/co:27768_ucsu6162r481985internet.pdf|z Access online |
| 907 | |a .b10650581|b 10-24-20|c 04-23-18 | ||
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