Evaluation of streambed hydraulic conductivity heterogeneity in an urban watershed
It has long been understood that streambed hydraulic conductivity plays an important role in surface-subsurface solute exchange. Using a portable falling head permeameter in situ, we estimated the horizontal hydraulic conductivity, K , of the near-surface streambed sediments at a total of 85 locatio...
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Veröffentlicht in: | Stochastic environmental research and risk assessment 2007-04, Vol.21 (4), p.309-316 |
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description | It has long been understood that streambed hydraulic conductivity plays an important role in surface-subsurface solute exchange. Using a portable falling head permeameter in situ, we estimated the horizontal hydraulic conductivity, K , of the near-surface streambed sediments at a total of 85 locations encompassing two depth intervals: 7.5-10 and 10-12.5 cm. The measurements were conducted in an 80 m reach of Indian Creek, a small urban stream in Philadelphia, PA, USA. We found that the ln K data within each sediment layer were Gaussian, but the combined data set was not. The results indicated that while the mean hydraulic conductivity decreased with depth, horizontal heterogeneity (e.g. the variance) increased with depth. This strong contrast between layers suggests that they should be treated as separated entities in modeling studies. Variogram analyses across the stream suggested symmetry with respect to the thalweg in the upper layer and fractality in the lower layer. The variograms along the streams suggested that the K data are random. [PUBLICATION ABSTRACT] |
doi_str_mv | 10.1007/s00477-006-0066-1 |
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Using a portable falling head permeameter in situ, we estimated the horizontal hydraulic conductivity, K , of the near-surface streambed sediments at a total of 85 locations encompassing two depth intervals: 7.5-10 and 10-12.5 cm. The measurements were conducted in an 80 m reach of Indian Creek, a small urban stream in Philadelphia, PA, USA. We found that the ln K data within each sediment layer were Gaussian, but the combined data set was not. The results indicated that while the mean hydraulic conductivity decreased with depth, horizontal heterogeneity (e.g. the variance) increased with depth. This strong contrast between layers suggests that they should be treated as separated entities in modeling studies. Variogram analyses across the stream suggested symmetry with respect to the thalweg in the upper layer and fractality in the lower layer. The variograms along the streams suggested that the K data are random. 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[PUBLICATION ABSTRACT]</description><subject>Conductivity</subject><subject>Creeks & streams</subject><subject>Heterogeneity</subject><subject>Hydraulics</subject><subject>Hydrology</subject><subject>Streambeds</subject><subject>Streams</subject><subject>Thalweg</subject><subject>Urban areas</subject><subject>Urban watersheds</subject><subject>Watersheds</subject><issn>1436-3240</issn><issn>1436-3259</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqFkU1Lw0AQhhdRsFZ_gLfgwVt09js5SqkfIAii52U3mbUpabbuJpX-exMqHrzI8M4H8zAwvIRcUrihAPo2AQitcwA1SeX0iMyo4CrnTJbHv72AU3KW0hqAai3FjLwud7YdbN-ELgs-S31Eu3FYZ6t9He3QNlVWha4eqr7ZNf0-W2GPMXxgh9PUdJntsiG6MX_ZcZNWWJ-TE2_bhBc_dU7e75dvi8f8-eXhaXH3nFsudZ8X4GrP0HMhBRWikpyrQotiDCylxVIx6UsoKl865jx1Umm0hS0dcHSIfE6uD3e3MXwOmHqzaVKFbWs7DEMyXHGqhYR_QUYZg0LREbz6A67DELvxCcMY00pLVYwQPUBVDClF9GYbm42Ne0PBTF6Ygxdm9GGSMpR_A_DVfMo</recordid><startdate>200704</startdate><enddate>200704</enddate><creator>Ryan, Robert J</creator><creator>Boufadel, Michel C</creator><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7ST</scope><scope>7XB</scope><scope>88I</scope><scope>8AO</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PATMY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>S0W</scope><scope>SOI</scope><scope>7U1</scope><scope>7U2</scope><scope>7TA</scope><scope>JG9</scope></search><sort><creationdate>200704</creationdate><title>Evaluation of streambed hydraulic conductivity heterogeneity in an urban watershed</title><author>Ryan, Robert J ; 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Using a portable falling head permeameter in situ, we estimated the horizontal hydraulic conductivity, K , of the near-surface streambed sediments at a total of 85 locations encompassing two depth intervals: 7.5-10 and 10-12.5 cm. The measurements were conducted in an 80 m reach of Indian Creek, a small urban stream in Philadelphia, PA, USA. We found that the ln K data within each sediment layer were Gaussian, but the combined data set was not. The results indicated that while the mean hydraulic conductivity decreased with depth, horizontal heterogeneity (e.g. the variance) increased with depth. This strong contrast between layers suggests that they should be treated as separated entities in modeling studies. Variogram analyses across the stream suggested symmetry with respect to the thalweg in the upper layer and fractality in the lower layer. The variograms along the streams suggested that the K data are random. 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subjects | Conductivity Creeks & streams Heterogeneity Hydraulics Hydrology Streambeds Streams Thalweg Urban areas Urban watersheds Watersheds |
title | Evaluation of streambed hydraulic conductivity heterogeneity in an urban watershed |
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