{"id":{"repo_id":"colostate","oai_identifier":"oai:mountainscholar.org:10217/237375"},"canonical_url":"https://search.dev.ndltd.org/etd/colostate/oai:mountainscholar.org:10217/237375","repository":{"repo_id":"colostate","name":"Colorado State University","base_url":"https://api.mountainscholar.org/server/oai/request"},"display":{"title":"Non-perennial streamflow & geomorphic patterns in a semi-arid rangeland slated for development","abstract":"Urbanization has widely recognizable impacts on stream morphology and flow patterns. Predicting and quantifying these impacts can be difficult, especially for non-perennial streams in semi-arid rangelands. Non-perennial streams tend to lack a historical baseline with complete records of streamflow presence and absence. A historical pre-development baseline allows for better consideration when making development and infrastructure decisions as well as post-development comparison to quantify urbanization-driven impacts. This project focuses on a non-perennial stream channel in West Stroh Gulch, located in Parker, Colorado south of Denver, U.S.A. A historically semi-arid rangeland area slated to undergo housing development in the next few years, West Stroh Gulch is a unique opportunity to establish a historical baseline for a non-perennial stream. Streamflow presence and absence was recorded at multiple locations along the stream network with time-lapse photography. Photo observations and precipitation data were reviewed to determine what storm events did, or did not, trigger a flow response. After over two years of stream channel monitoring, one precipitation event with a total depth of 92-mm and maximum 60-minute intensity of 50-mm per hour triggered streamflow. Additionally, a hydrodynamic model was built in SRH-2D to compare the impacts of predicted flows through a reach of interest. Topographic pre-development data and Storm Water Management Model (SWMM) generated peak flows were used to simulate impacts of different sized storms. Peak flows varied both by storm and development scenario: existing undeveloped, traditional centralized post-development detention, and post-development distributed detention. Boundary shear stresses were used to compare the different simulations. Overall, the pre-development existing scenario had the lowest flows shear stresses for the two smallest storm scenarios (water quality capture volume and 2-year storms). For the 5-, 10-, 50-, and 100-year storms, the proposed post-development scenarios that incorporated distributed detention had the lowest flows and shear stresses. The traditional centralized detention post-development stormwater strategy had the highest flows, shear stresses, velocities, and water depths for all storm sizes. The simulation results indicate that the post-development distributed detention strategy will be effective at reducing stream channel stresses and erosion for larger storm events.","abstract_html":"Urbanization has widely recognizable impacts on stream morphology and flow patterns. Predicting and quantifying these impacts can be difficult, especially for non-perennial streams in semi-arid rangelands. Non-perennial streams tend to lack a historical baseline with complete records of streamflow presence and absence. A historical pre-development baseline allows for better consideration when making development and infrastructure decisions as well as post-development comparison to quantify urbanization-driven impacts. This project focuses on a non-perennial stream channel in West Stroh Gulch, located in Parker, Colorado south of Denver, U.S.A. A historically semi-arid rangeland area slated to undergo housing development in the next few years, West Stroh Gulch is a unique opportunity to establish a historical baseline for a non-perennial stream. Streamflow presence and absence was recorded at multiple locations along the stream network with time-lapse photography. Photo observations and precipitation data were reviewed to determine what storm events did, or did not, trigger a flow response. After over two years of stream channel monitoring, one precipitation event with a total depth of 92-mm and maximum 60-minute intensity of 50-mm per hour triggered streamflow. Additionally, a hydrodynamic model was built in SRH-2D to compare the impacts of predicted flows through a reach of interest. Topographic pre-development data and Storm Water Management Model (SWMM) generated peak flows were used to simulate impacts of different sized storms. Peak flows varied both by storm and development scenario: existing undeveloped, traditional centralized post-development detention, and post-development distributed detention. Boundary shear stresses were used to compare the different simulations. Overall, the pre-development existing scenario had the lowest flows shear stresses for the two smallest storm scenarios (water quality capture volume and 2-year storms). For the 5-, 10-, 50-, and 100-year storms, the proposed post-development scenarios that incorporated distributed detention had the lowest flows and shear stresses. The traditional centralized detention post-development stormwater strategy had the highest flows, shear stresses, velocities, and water depths for all storm sizes. The simulation results indicate that the post-development distributed detention strategy will be effective at reducing stream channel stresses and erosion for larger storm events.","abstract_has_math":false,"creators":["Poteet, Dixie L., author","Bhaskar, Aditi, advisor","Morrison, Ryan, advisor","Kampf, Stephanie, committee member","Grigg, Neil, committee member"],"institution":"Colorado State University. Libraries","degree_name":"Master of Science (M.S.)","degree_level":"Masters","degree_discipline":"Civil and Environmental Engineering","degree_department":null,"school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2023,"date_issued":"2023","date_published":"2023","updated_at":"2026-07-27T19:12:52Z","subjects":["rangeland","SRH-2D","time-lapse photography","semi-arid","non-perennial","streamflow monitoring"],"languages":["eng","English"],"rights":["Copyright and other restrictions may apply. User is responsible for compliance with all applicable laws. 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A historical pre-development baseline allows for better consideration when making development and infrastructure decisions as well as post-development comparison to quantify urbanization-driven impacts. This project focuses on a non-perennial stream channel in West Stroh Gulch, located in Parker, Colorado south of Denver, U.S.A. A historically semi-arid rangeland area slated to undergo housing development in the next few years, West Stroh Gulch is a unique opportunity to establish a historical baseline for a non-perennial stream. Streamflow presence and absence was recorded at multiple locations along the stream network with time-lapse photography. Photo observations and precipitation data were reviewed to determine what storm events did, or did not, trigger a flow response. After over two years of stream channel monitoring, one precipitation event with a total depth of 92-mm and maximum 60-minute intensity of 50-mm per hour triggered streamflow. Additionally, a hydrodynamic model was built in SRH-2D to compare the impacts of predicted flows through a reach of interest. Topographic pre-development data and Storm Water Management Model (SWMM) generated peak flows were used to simulate impacts of different sized storms. Peak flows varied both by storm and development scenario: existing undeveloped, traditional centralized post-development detention, and post-development distributed detention. Boundary shear stresses were used to compare the different simulations. Overall, the pre-development existing scenario had the lowest flows shear stresses for the two smallest storm scenarios (water quality capture volume and 2-year storms). For the 5-, 10-, 50-, and 100-year storms, the proposed post-development scenarios that incorporated distributed detention had the lowest flows and shear stresses. The traditional centralized detention post-development stormwater strategy had the highest flows, shear stresses, velocities, and water depths for all storm sizes. The simulation results indicate that the post-development distributed detention strategy will be effective at reducing stream channel stresses and erosion for larger storm events."]},{"key":"dc:format.medium","label":"Dc Format Medium","values":["born digital","masters theses"]},{"key":"dc:title","label":"Title","values":["Non-perennial streamflow & geomorphic patterns in a semi-arid rangeland slated for development"]}]}],"canonical_facts":{"dc:creator":["Poteet, Dixie L., author","Bhaskar, Aditi, advisor","Morrison, Ryan, advisor","Kampf, Stephanie, committee member","Grigg, Neil, committee member"],"dc:date.accessioned":["2024-01-01T11:24:20Z"],"dc:date.available":["2024-01-01T11:24:20Z"],"dc:date.issued":["2023"],"dc:description.abstract":["Urbanization has widely recognizable impacts on stream morphology and flow patterns. Predicting and quantifying these impacts can be difficult, especially for non-perennial streams in semi-arid rangelands. Non-perennial streams tend to lack a historical baseline with complete records of streamflow presence and absence. A historical pre-development baseline allows for better consideration when making development and infrastructure decisions as well as post-development comparison to quantify urbanization-driven impacts. This project focuses on a non-perennial stream channel in West Stroh Gulch, located in Parker, Colorado south of Denver, U.S.A. A historically semi-arid rangeland area slated to undergo housing development in the next few years, West Stroh Gulch is a unique opportunity to establish a historical baseline for a non-perennial stream. Streamflow presence and absence was recorded at multiple locations along the stream network with time-lapse photography. Photo observations and precipitation data were reviewed to determine what storm events did, or did not, trigger a flow response. After over two years of stream channel monitoring, one precipitation event with a total depth of 92-mm and maximum 60-minute intensity of 50-mm per hour triggered streamflow. Additionally, a hydrodynamic model was built in SRH-2D to compare the impacts of predicted flows through a reach of interest. Topographic pre-development data and Storm Water Management Model (SWMM) generated peak flows were used to simulate impacts of different sized storms. Peak flows varied both by storm and development scenario: existing undeveloped, traditional centralized post-development detention, and post-development distributed detention. Boundary shear stresses were used to compare the different simulations. Overall, the pre-development existing scenario had the lowest flows shear stresses for the two smallest storm scenarios (water quality capture volume and 2-year storms). For the 5-, 10-, 50-, and 100-year storms, the proposed post-development scenarios that incorporated distributed detention had the lowest flows and shear stresses. The traditional centralized detention post-development stormwater strategy had the highest flows, shear stresses, velocities, and water depths for all storm sizes. The simulation results indicate that the post-development distributed detention strategy will be effective at reducing stream channel stresses and erosion for larger storm events."],"dc:format.medium":["born digital","masters theses"],"dc:identifier":["Poteet_colostate_0053N_18141.pdf"],"dc:identifier.uri":["https://hdl.handle.net/10217/237375","https://doi.org/10.25675/3.02298"],"dc:language":["English"],"dc:language.iso":["eng"],"dc:publisher":["Colorado State University. Libraries"],"dc:rights":["Copyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright."],"dc:subject":["rangeland","SRH-2D","time-lapse photography","semi-arid","non-perennial","streamflow monitoring"],"dc:title":["Non-perennial streamflow & geomorphic patterns in a semi-arid rangeland slated for development"],"dc:type":["Text"],"thesis:degree_discipline":["Civil and Environmental Engineering"],"thesis:degree_level":["Masters"],"thesis:degree_name":["Master of Science (M.S.)"],"thesis:institution_name":["Colorado State University"]},"updated_at":"2026-07-27T19:12:52Z"}