Assessing Design Flows and Sediment Discharge on the Eastern Slopes
This document provides an evaluation of currently available rainfall runoff sediment production methodologies, identifies key parameters, and outlines field programs to gather data for model calibration. 1. RAINFALL RUNOFF There are two distinct requirements related to rainfall runoff. Firstly, the...
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ftunivalberta:oai:era.library.ualberta.ca:3bfbf2c4-1662-46dc-b6bd-b3e3f77b85cd 2023-05-15T18:03:05+02:00 Assessing Design Flows and Sediment Discharge on the Eastern Slopes Monenco Consultants Ltd. Hydrocon Engineering (Continental) Ltd. 1987 https://era.library.ualberta.ca/items/3bfbf2c4-1662-46dc-b6bd-b3e3f77b85cd https://doi.org/10.7939/R3RV0D68T English eng https://era.library.ualberta.ca/items/3bfbf2c4-1662-46dc-b6bd-b3e3f77b85cd doi:10.7939/R3RV0D68T This material is provided under educational reproduction permissions included in Alberta Environment and Sustainable Resource Development's Copyright and Disclosure Statement, see terms at http://www.environment.alberta.ca/copyright.html. This Statement requires the following identification: \"The source of the materials is Alberta Environment and Sustainable Resource Development http://www.environment.gov.ab.ca/. The use of these materials by the end user is done without any affiliation with or endorsement by the Government of Alberta. Reliance upon the end user's use of these materials is at the risk of the end user. Water Bodies Erosion RRTAC 87-6 Coal Modelling Alberta RRTAC Report 1987 ftunivalberta https://doi.org/10.7939/R3RV0D68T 2022-08-22T20:10:14Z This document provides an evaluation of currently available rainfall runoff sediment production methodologies, identifies key parameters, and outlines field programs to gather data for model calibration. 1. RAINFALL RUNOFF There are two distinct requirements related to rainfall runoff. Firstly, the entire runoff hydrograph must be determined to provide the hydraulic component for sedimentation pond design. Secondly, only the peak flood flow may be required for the design of ditches and culverts. For either case two separate components of the rainfall process must be described, namely the rainfall and runoff components. 2. SEDIMENT PRODUCTION There are two distinct data requirements related to sediment production. Firstly, there may be a need to develop the sediment graph (i.e., plot the time variation in runoff sediment concentration) associated with a design storm event at the pond inlet. This is required to determine the sediment removal efficiency of a given pond configuration during the specified design storm event. Secondly, the total amount of sediment delivered to the reservoir over the expected life of the reservoir may be estimated. This is required to size the sediment storage volume of an impoundment. 3. RECOMMENDED HYDROLOGIC/SEDIMENTOLOGIC MODEL It is recommended that an existing model be used, rather than designing a new one, because: 1. The development of a new watershed model would be time consuming and therefore, costly. 2. The resulting model would be an untried and untested technique. 3. There is no indication that a new watershed model would be better suited to Alberta conditions than some existing models. Report Pond Inlet University of Alberta: Era - Education and Research Archive Pond Inlet ENVELOPE(-77.960,-77.960,72.699,72.699) |
institution |
Open Polar |
collection |
University of Alberta: Era - Education and Research Archive |
op_collection_id |
ftunivalberta |
language |
English |
topic |
Water Bodies Erosion RRTAC 87-6 Coal Modelling Alberta RRTAC |
spellingShingle |
Water Bodies Erosion RRTAC 87-6 Coal Modelling Alberta RRTAC Monenco Consultants Ltd. Hydrocon Engineering (Continental) Ltd. Assessing Design Flows and Sediment Discharge on the Eastern Slopes |
topic_facet |
Water Bodies Erosion RRTAC 87-6 Coal Modelling Alberta RRTAC |
description |
This document provides an evaluation of currently available rainfall runoff sediment production methodologies, identifies key parameters, and outlines field programs to gather data for model calibration. 1. RAINFALL RUNOFF There are two distinct requirements related to rainfall runoff. Firstly, the entire runoff hydrograph must be determined to provide the hydraulic component for sedimentation pond design. Secondly, only the peak flood flow may be required for the design of ditches and culverts. For either case two separate components of the rainfall process must be described, namely the rainfall and runoff components. 2. SEDIMENT PRODUCTION There are two distinct data requirements related to sediment production. Firstly, there may be a need to develop the sediment graph (i.e., plot the time variation in runoff sediment concentration) associated with a design storm event at the pond inlet. This is required to determine the sediment removal efficiency of a given pond configuration during the specified design storm event. Secondly, the total amount of sediment delivered to the reservoir over the expected life of the reservoir may be estimated. This is required to size the sediment storage volume of an impoundment. 3. RECOMMENDED HYDROLOGIC/SEDIMENTOLOGIC MODEL It is recommended that an existing model be used, rather than designing a new one, because: 1. The development of a new watershed model would be time consuming and therefore, costly. 2. The resulting model would be an untried and untested technique. 3. There is no indication that a new watershed model would be better suited to Alberta conditions than some existing models. |
format |
Report |
author |
Monenco Consultants Ltd. Hydrocon Engineering (Continental) Ltd. |
author_facet |
Monenco Consultants Ltd. Hydrocon Engineering (Continental) Ltd. |
author_sort |
Monenco Consultants Ltd. |
title |
Assessing Design Flows and Sediment Discharge on the Eastern Slopes |
title_short |
Assessing Design Flows and Sediment Discharge on the Eastern Slopes |
title_full |
Assessing Design Flows and Sediment Discharge on the Eastern Slopes |
title_fullStr |
Assessing Design Flows and Sediment Discharge on the Eastern Slopes |
title_full_unstemmed |
Assessing Design Flows and Sediment Discharge on the Eastern Slopes |
title_sort |
assessing design flows and sediment discharge on the eastern slopes |
publishDate |
1987 |
url |
https://era.library.ualberta.ca/items/3bfbf2c4-1662-46dc-b6bd-b3e3f77b85cd https://doi.org/10.7939/R3RV0D68T |
long_lat |
ENVELOPE(-77.960,-77.960,72.699,72.699) |
geographic |
Pond Inlet |
geographic_facet |
Pond Inlet |
genre |
Pond Inlet |
genre_facet |
Pond Inlet |
op_relation |
https://era.library.ualberta.ca/items/3bfbf2c4-1662-46dc-b6bd-b3e3f77b85cd doi:10.7939/R3RV0D68T |
op_rights |
This material is provided under educational reproduction permissions included in Alberta Environment and Sustainable Resource Development's Copyright and Disclosure Statement, see terms at http://www.environment.alberta.ca/copyright.html. This Statement requires the following identification: \"The source of the materials is Alberta Environment and Sustainable Resource Development http://www.environment.gov.ab.ca/. The use of these materials by the end user is done without any affiliation with or endorsement by the Government of Alberta. Reliance upon the end user's use of these materials is at the risk of the end user. |
op_doi |
https://doi.org/10.7939/R3RV0D68T |
_version_ |
1766173792645677056 |