The Assessment of Stream Discharge Models for an Environmental Monitoring Site on the Virginia Tech Campus
In the Spring of 2012, hydraulic data was collected to calibrate three types of discharge models: stage-discharge, single-regression and multi-regression index velocity models. Unsteady flow conditions were observed at the site (â H/â t = 0.75 cm/min), but the data did not indicate hysteresis nor...
Main Author: | |
---|---|
Other Authors: | |
Format: | Others |
Published: |
Virginia Tech
2014
|
Subjects: | |
Online Access: | http://hdl.handle.net/10919/31123 http://scholar.lib.vt.edu/theses/available/etd-02032013-125432/ |
id |
ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-31123 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-311232020-09-26T05:37:37Z The Assessment of Stream Discharge Models for an Environmental Monitoring Site on the Virginia Tech Campus Rogers, Mark Richard Environmental Engineering Lohani, Vinod K. Hession, W. Cully Hester, Erich T. real-time monitoring urbanized watershed stage-discharge relationships index velocity method acoustic doppler current profiler (ADCP) rainfall-runoff ratio (ROR) In the Spring of 2012, hydraulic data was collected to calibrate three types of discharge models: stage-discharge, single-regression and multi-regression index velocity models. Unsteady flow conditions were observed at the site (â H/â t = 0.75 cm/min), but the data did not indicate hysteresis nor variable backwater effects on the stage-discharge relation. Furthermore, when corrected with a datum offset (α) value of -0.455, the stage-discharge relation r2 was equal to 0.98. While the multiple regression index velocity models also showed high correlation (r2 = 0.98) values, high noise levels of the parameter index velocity (Vi) complicated their use for the determination of discharge. Because of its reliability, low variance and accessibility to students, the stage-discharge model [Q = 5.459(H-0.455)^2.487] was selected as the model to determine discharge in real-time for LEWAS. Caution should be used, however, when applying the equation to stages above 1.0m. The selected discharge model was applied to ADCP stage (H) data collected during three runoff events in July 2012. Other LEWAS models showed similar discharge values (coefficient of variation = 0.14) while the on-site weir also produced similar discharge values. Precipitation estimates for July 19 and 24 rain events over the Webb Branch watershed were derived from IDW interpolated rain data and rainfall-runoff analyses from this data yielded an average ratio of 0.23, low for the urbanized watershed. However, since the three LEWAS models were very similar, and the on-site weir showed a lower value to LEWAS, it was concluded that any error in the ratio would be attributed to the precipitation estimate, and not the discharge models developed in this study. Master of Science 2014-03-14T20:31:23Z 2014-03-14T20:31:23Z 2012-12-07 2013-02-03 2013-04-01 2013-04-01 Thesis etd-02032013-125432 http://hdl.handle.net/10919/31123 http://scholar.lib.vt.edu/theses/available/etd-02032013-125432/ Rogers_MR_T_2013_3.pdf Rogers_MR_T_fairuse_permissions.PDF In Copyright http://rightsstatements.org/vocab/InC/1.0/ application/pdf application/pdf Virginia Tech |
collection |
NDLTD |
format |
Others
|
sources |
NDLTD |
topic |
real-time monitoring urbanized watershed stage-discharge relationships index velocity method acoustic doppler current profiler (ADCP) rainfall-runoff ratio (ROR) |
spellingShingle |
real-time monitoring urbanized watershed stage-discharge relationships index velocity method acoustic doppler current profiler (ADCP) rainfall-runoff ratio (ROR) Rogers, Mark Richard The Assessment of Stream Discharge Models for an Environmental Monitoring Site on the Virginia Tech Campus |
description |
In the Spring of 2012, hydraulic data was collected to calibrate three types of discharge models: stage-discharge, single-regression and multi-regression index velocity models. Unsteady flow conditions were observed at the site (â H/â t = 0.75 cm/min), but the data did not indicate hysteresis nor variable backwater effects on the stage-discharge relation. Furthermore, when corrected with a datum offset (α) value of -0.455, the stage-discharge relation r2 was equal to 0.98. While the multiple regression index velocity models also showed high correlation (r2 = 0.98) values, high noise levels of the parameter index velocity (Vi) complicated their use for the determination of discharge. Because of its reliability, low variance and accessibility to students, the stage-discharge model [Q = 5.459(H-0.455)^2.487] was selected as the model to determine discharge in real-time for LEWAS. Caution should be used, however, when applying the equation to stages above 1.0m. The selected discharge model was applied to ADCP stage (H) data collected during three runoff events in July 2012. Other LEWAS models showed similar discharge values (coefficient of variation = 0.14) while the on-site weir also produced similar discharge values. Precipitation estimates for July 19 and 24 rain events over the Webb Branch watershed were derived from IDW interpolated rain data and rainfall-runoff analyses from this data yielded an average ratio of 0.23, low for the urbanized watershed. However, since the three LEWAS models were very similar, and the on-site weir showed a lower value to LEWAS, it was concluded that any error in the ratio would be attributed to the precipitation estimate, and not the discharge models developed in this study. === Master of Science |
author2 |
Environmental Engineering |
author_facet |
Environmental Engineering Rogers, Mark Richard |
author |
Rogers, Mark Richard |
author_sort |
Rogers, Mark Richard |
title |
The Assessment of Stream Discharge Models for an Environmental Monitoring Site on the Virginia Tech Campus |
title_short |
The Assessment of Stream Discharge Models for an Environmental Monitoring Site on the Virginia Tech Campus |
title_full |
The Assessment of Stream Discharge Models for an Environmental Monitoring Site on the Virginia Tech Campus |
title_fullStr |
The Assessment of Stream Discharge Models for an Environmental Monitoring Site on the Virginia Tech Campus |
title_full_unstemmed |
The Assessment of Stream Discharge Models for an Environmental Monitoring Site on the Virginia Tech Campus |
title_sort |
assessment of stream discharge models for an environmental monitoring site on the virginia tech campus |
publisher |
Virginia Tech |
publishDate |
2014 |
url |
http://hdl.handle.net/10919/31123 http://scholar.lib.vt.edu/theses/available/etd-02032013-125432/ |
work_keys_str_mv |
AT rogersmarkrichard theassessmentofstreamdischargemodelsforanenvironmentalmonitoringsiteonthevirginiatechcampus AT rogersmarkrichard assessmentofstreamdischargemodelsforanenvironmentalmonitoringsiteonthevirginiatechcampus |
_version_ |
1719342173894213632 |