Albuquerque Arroyos Sedimentation Study: Numerical Model Investigation
The sedimentation study for the Albuquerque Arroyos Flood Control Project was conducted to determine if deposition in the concrete-lined North Diversion and Embudo Arroyo Channels would cause overtopping during the 100-year-frequency flood. The project was originally designed and constructed by the...
Gespeichert in:
1. Verfasser: | |
---|---|
Format: | Report |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext bestellen |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | |
---|---|
container_issue | |
container_start_page | |
container_title | |
container_volume | |
creator | Copeland, Ronald R |
description | The sedimentation study for the Albuquerque Arroyos Flood Control Project was conducted to determine if deposition in the concrete-lined North Diversion and Embudo Arroyo Channels would cause overtopping during the 100-year-frequency flood. The project was originally designed and constructed by the U.S. Army Corps of Engineers for the Standard Project Flood, but the effects of sediment deposition in the channel were ignored. A recent flood deposited significant quantities of sediment in the Embudo Arroyo Channel, raising concerns about the channel's ability to carry larger flood discharges. The sedimentation study included a geomorphic assessment conducted under contract by Resource Consultants and Engineers of Fort Collins, CO. The geomorphic study assessed the stability of arroyos that drain into the North Diversion Channel and identified primary sediment sources in the watershed. The sedimentation study also included determination of sediment yield for each watershed that drains into the North Diversion Channel. Since there is no generally accepted method for calculating sediment yield, several different methods were used to calculate yield and compared with limited measured data. (AN) |
format | Report |
fullrecord | <record><control><sourceid>dtic_1RU</sourceid><recordid>TN_cdi_dtic_stinet_ADA293372</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>ADA293372</sourcerecordid><originalsourceid>FETCH-dtic_stinet_ADA2933723</originalsourceid><addsrcrecordid>eNrjZHBzzEkqLSxNLQJiBceiovzK_GKF4NSUzNzUvJLEksz8PIXgktKUSisFv9Lc1KLM5MQcBd_8lNQcBc-8stTiksx0sCIeBta0xJziVF4ozc0g4-Ya4uyhm1KSmRwPVJaXWhLv6OJoZGlsbG5kTEAaAGbeMTQ</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>report</recordtype></control><display><type>report</type><title>Albuquerque Arroyos Sedimentation Study: Numerical Model Investigation</title><source>DTIC Technical Reports</source><creator>Copeland, Ronald R</creator><creatorcontrib>Copeland, Ronald R ; ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS HYDRAULICS LAB</creatorcontrib><description>The sedimentation study for the Albuquerque Arroyos Flood Control Project was conducted to determine if deposition in the concrete-lined North Diversion and Embudo Arroyo Channels would cause overtopping during the 100-year-frequency flood. The project was originally designed and constructed by the U.S. Army Corps of Engineers for the Standard Project Flood, but the effects of sediment deposition in the channel were ignored. A recent flood deposited significant quantities of sediment in the Embudo Arroyo Channel, raising concerns about the channel's ability to carry larger flood discharges. The sedimentation study included a geomorphic assessment conducted under contract by Resource Consultants and Engineers of Fort Collins, CO. The geomorphic study assessed the stability of arroyos that drain into the North Diversion Channel and identified primary sediment sources in the watershed. The sedimentation study also included determination of sediment yield for each watershed that drains into the North Diversion Channel. Since there is no generally accepted method for calculating sediment yield, several different methods were used to calculate yield and compared with limited measured data. (AN)</description><language>eng</language><subject>ADVISORY ACTIVITIES ; ARMY CORPS OF ENGINEERS ; CHANNELS(WATERWAYS) ; Civil Engineering ; DEPOSITION ; DOWNSTREAM FLOW ; DRAINAGE ; EXPERIMENTAL DATA ; FLOOD CONTROL ; FLOODS ; GEOMORPHOLOGY ; Hydrology, Limnology and Potamology ; MATHEMATICAL MODELS ; MATHEMATICAL PREDICTION ; NEW MEXICO ; RAINFALL ; RESERVOIRS ; SEDIMENT TRANSPORT ; SEDIMENTATION ; SURFACE ROUGHNESS ; WATER EROSION ; WATERSHEDS</subject><creationdate>1995</creationdate><rights>APPROVED FOR PUBLIC RELEASE</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,777,882,27548,27549</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/ADA293372$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Copeland, Ronald R</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS HYDRAULICS LAB</creatorcontrib><title>Albuquerque Arroyos Sedimentation Study: Numerical Model Investigation</title><description>The sedimentation study for the Albuquerque Arroyos Flood Control Project was conducted to determine if deposition in the concrete-lined North Diversion and Embudo Arroyo Channels would cause overtopping during the 100-year-frequency flood. The project was originally designed and constructed by the U.S. Army Corps of Engineers for the Standard Project Flood, but the effects of sediment deposition in the channel were ignored. A recent flood deposited significant quantities of sediment in the Embudo Arroyo Channel, raising concerns about the channel's ability to carry larger flood discharges. The sedimentation study included a geomorphic assessment conducted under contract by Resource Consultants and Engineers of Fort Collins, CO. The geomorphic study assessed the stability of arroyos that drain into the North Diversion Channel and identified primary sediment sources in the watershed. The sedimentation study also included determination of sediment yield for each watershed that drains into the North Diversion Channel. Since there is no generally accepted method for calculating sediment yield, several different methods were used to calculate yield and compared with limited measured data. (AN)</description><subject>ADVISORY ACTIVITIES</subject><subject>ARMY CORPS OF ENGINEERS</subject><subject>CHANNELS(WATERWAYS)</subject><subject>Civil Engineering</subject><subject>DEPOSITION</subject><subject>DOWNSTREAM FLOW</subject><subject>DRAINAGE</subject><subject>EXPERIMENTAL DATA</subject><subject>FLOOD CONTROL</subject><subject>FLOODS</subject><subject>GEOMORPHOLOGY</subject><subject>Hydrology, Limnology and Potamology</subject><subject>MATHEMATICAL MODELS</subject><subject>MATHEMATICAL PREDICTION</subject><subject>NEW MEXICO</subject><subject>RAINFALL</subject><subject>RESERVOIRS</subject><subject>SEDIMENT TRANSPORT</subject><subject>SEDIMENTATION</subject><subject>SURFACE ROUGHNESS</subject><subject>WATER EROSION</subject><subject>WATERSHEDS</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1995</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZHBzzEkqLSxNLQJiBceiovzK_GKF4NSUzNzUvJLEksz8PIXgktKUSisFv9Lc1KLM5MQcBd_8lNQcBc-8stTiksx0sCIeBta0xJziVF4ozc0g4-Ya4uyhm1KSmRwPVJaXWhLv6OJoZGlsbG5kTEAaAGbeMTQ</recordid><startdate>199503</startdate><enddate>199503</enddate><creator>Copeland, Ronald R</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>199503</creationdate><title>Albuquerque Arroyos Sedimentation Study: Numerical Model Investigation</title><author>Copeland, Ronald R</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA2933723</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1995</creationdate><topic>ADVISORY ACTIVITIES</topic><topic>ARMY CORPS OF ENGINEERS</topic><topic>CHANNELS(WATERWAYS)</topic><topic>Civil Engineering</topic><topic>DEPOSITION</topic><topic>DOWNSTREAM FLOW</topic><topic>DRAINAGE</topic><topic>EXPERIMENTAL DATA</topic><topic>FLOOD CONTROL</topic><topic>FLOODS</topic><topic>GEOMORPHOLOGY</topic><topic>Hydrology, Limnology and Potamology</topic><topic>MATHEMATICAL MODELS</topic><topic>MATHEMATICAL PREDICTION</topic><topic>NEW MEXICO</topic><topic>RAINFALL</topic><topic>RESERVOIRS</topic><topic>SEDIMENT TRANSPORT</topic><topic>SEDIMENTATION</topic><topic>SURFACE ROUGHNESS</topic><topic>WATER EROSION</topic><topic>WATERSHEDS</topic><toplevel>online_resources</toplevel><creatorcontrib>Copeland, Ronald R</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS HYDRAULICS LAB</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Copeland, Ronald R</au><aucorp>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS HYDRAULICS LAB</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Albuquerque Arroyos Sedimentation Study: Numerical Model Investigation</btitle><date>1995-03</date><risdate>1995</risdate><abstract>The sedimentation study for the Albuquerque Arroyos Flood Control Project was conducted to determine if deposition in the concrete-lined North Diversion and Embudo Arroyo Channels would cause overtopping during the 100-year-frequency flood. The project was originally designed and constructed by the U.S. Army Corps of Engineers for the Standard Project Flood, but the effects of sediment deposition in the channel were ignored. A recent flood deposited significant quantities of sediment in the Embudo Arroyo Channel, raising concerns about the channel's ability to carry larger flood discharges. The sedimentation study included a geomorphic assessment conducted under contract by Resource Consultants and Engineers of Fort Collins, CO. The geomorphic study assessed the stability of arroyos that drain into the North Diversion Channel and identified primary sediment sources in the watershed. The sedimentation study also included determination of sediment yield for each watershed that drains into the North Diversion Channel. Since there is no generally accepted method for calculating sediment yield, several different methods were used to calculate yield and compared with limited measured data. (AN)</abstract><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | eng |
recordid | cdi_dtic_stinet_ADA293372 |
source | DTIC Technical Reports |
subjects | ADVISORY ACTIVITIES ARMY CORPS OF ENGINEERS CHANNELS(WATERWAYS) Civil Engineering DEPOSITION DOWNSTREAM FLOW DRAINAGE EXPERIMENTAL DATA FLOOD CONTROL FLOODS GEOMORPHOLOGY Hydrology, Limnology and Potamology MATHEMATICAL MODELS MATHEMATICAL PREDICTION NEW MEXICO RAINFALL RESERVOIRS SEDIMENT TRANSPORT SEDIMENTATION SURFACE ROUGHNESS WATER EROSION WATERSHEDS |
title | Albuquerque Arroyos Sedimentation Study: Numerical Model Investigation |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-18T22%3A05%3A15IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-dtic_1RU&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=unknown&rft.btitle=Albuquerque%20Arroyos%20Sedimentation%20Study:%20Numerical%20Model%20Investigation&rft.au=Copeland,%20Ronald%20R&rft.aucorp=ARMY%20ENGINEER%20WATERWAYS%20EXPERIMENT%20STATION%20VICKSBURG%20MS%20HYDRAULICS%20LAB&rft.date=1995-03&rft_id=info:doi/&rft_dat=%3Cdtic_1RU%3EADA293372%3C/dtic_1RU%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |