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On the relationship between hydrographs and chemographs

Identifieur interne : 001A04 ( Istex/Corpus ); précédent : 001A03; suivant : 001A05

On the relationship between hydrographs and chemographs

Auteurs : Andreas Kurtenbach ; Steffen Möller ; Andreas Krein ; Wolfhard Symader

Source :

RBID : ISTEX:7CFDAD02150F666BE5EA8B28E7D2F8763EA1258E

English descriptors

Abstract

The spatial representativeness of gauging stations was investigated in two low‐mountainous river basins near the city of Trier, southwest Germany. Longitudinal profiles during low and high flow conditions were sampled in order to identify sources of solutes and to characterize the alteration of flood wave properties during its travel downstream. Numerous hydrographs and chemographs of natural flood events were analysed in detail. Additionally, artificial flood events were investigated to study in‐channel transport processes. During dry weather conditions the gauging station was only representative for a short river segment upstream, owing to discharge and solute concentrations of sources contiguous to the measurement site. During artificial flood events the kinematic wave velocity was considerably faster than the movement of water body and solutes, refuting the idea of a simple mixing process of individual runoff components. Depending on hydrological boundary conditions, the wave at a specific gauge could be entirely composed of old in‐channel water, which notably reduces the spatial representativeness of a sampling site. Natural flood events were characterized by a superimposition of local overland flow, riparian water and the kinematic wave process comprising the downstream conveyance of solutes. Summer floods in particular were marked by a chronological occurrence of distinct individual runoff components originating only from a few contributing areas adjacent to the stream and gauge. Thus, the representativeness of a gauge for processes in the whole basin depends on the distance of the nearest significant source to the station. The consequence of our study is that the assumptions of mixing models are not satisfied in river basins larger than 3 km2. Copyright © 2006 John Wiley & Sons, Ltd.

Url:
DOI: 10.1002/hyp.6169

Links to Exploration step

ISTEX:7CFDAD02150F666BE5EA8B28E7D2F8763EA1258E

Le document en format XML

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<abstract lang="en">The spatial representativeness of gauging stations was investigated in two low‐mountainous river basins near the city of Trier, southwest Germany. Longitudinal profiles during low and high flow conditions were sampled in order to identify sources of solutes and to characterize the alteration of flood wave properties during its travel downstream. Numerous hydrographs and chemographs of natural flood events were analysed in detail. Additionally, artificial flood events were investigated to study in‐channel transport processes. During dry weather conditions the gauging station was only representative for a short river segment upstream, owing to discharge and solute concentrations of sources contiguous to the measurement site. During artificial flood events the kinematic wave velocity was considerably faster than the movement of water body and solutes, refuting the idea of a simple mixing process of individual runoff components. Depending on hydrological boundary conditions, the wave at a specific gauge could be entirely composed of old in‐channel water, which notably reduces the spatial representativeness of a sampling site. Natural flood events were characterized by a superimposition of local overland flow, riparian water and the kinematic wave process comprising the downstream conveyance of solutes. Summer floods in particular were marked by a chronological occurrence of distinct individual runoff components originating only from a few contributing areas adjacent to the stream and gauge. Thus, the representativeness of a gauge for processes in the whole basin depends on the distance of the nearest significant source to the station. The consequence of our study is that the assumptions of mixing models are not satisfied in river basins larger than 3 km2. Copyright © 2006 John Wiley & Sons, Ltd.</abstract>
<note type="funding">German Research Foundation</note>
<subject lang="en">
<genre>keywords</genre>
<topic>runoff generation</topic>
<topic>storm events</topic>
<topic>mixing models</topic>
<topic>kinematic waves</topic>
<topic>tracer</topic>
<topic>riparian water</topic>
</subject>
<relatedItem type="host">
<titleInfo>
<title>Hydrological Processes</title>
<subTitle>An International Journal</subTitle>
</titleInfo>
<titleInfo type="abbreviated">
<title>Hydrol. Process.</title>
</titleInfo>
<genre type="journal">journal</genre>
<subject>
<genre>article-category</genre>
<topic>Research Article</topic>
</subject>
<identifier type="ISSN">0885-6087</identifier>
<identifier type="eISSN">1099-1085</identifier>
<identifier type="DOI">10.1002/(ISSN)1099-1085</identifier>
<identifier type="PublisherID">HYP</identifier>
<part>
<date>2006</date>
<detail type="volume">
<caption>vol.</caption>
<number>20</number>
</detail>
<detail type="issue">
<caption>no.</caption>
<number>14</number>
</detail>
<extent unit="pages">
<start>2921</start>
<end>2934</end>
<total>14</total>
</extent>
</part>
</relatedItem>
<identifier type="istex">7CFDAD02150F666BE5EA8B28E7D2F8763EA1258E</identifier>
<identifier type="DOI">10.1002/hyp.6169</identifier>
<identifier type="ArticleID">HYP6169</identifier>
<accessCondition type="use and reproduction" contentType="copyright">Copyright © 2006 John Wiley & Sons, Ltd.</accessCondition>
<recordInfo>
<recordContentSource>WILEY</recordContentSource>
<recordOrigin>John Wiley & Sons, Ltd.</recordOrigin>
</recordInfo>
</mods>
</metadata>
<serie></serie>
</istex>
</record>

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