A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis
Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Hong, M. [verfasserIn] Mohanty, B.P. [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2023 |
|---|
| Schlagwörter: |
Catchment scale aquifer properties |
|---|
| Übergeordnetes Werk: |
Enthalten in: Advances in water resources - Amsterdam [u.a.] : Elsevier Science, 1977, 174 |
|---|---|
| Übergeordnetes Werk: |
volume:174 |
| DOI / URN: |
10.1016/j.advwatres.2023.104408 |
|---|
| Katalog-ID: |
ELV066209234 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV066209234 | ||
| 003 | DE-627 | ||
| 005 | 20231222093245.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 231221s2023 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.advwatres.2023.104408 |2 doi | |
| 035 | |a (DE-627)ELV066209234 | ||
| 035 | |a (ELSEVIER)S0309-1708(23)00043-X | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rda | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 550 |q VZ |
| 084 | |a 38.85 |2 bkl | ||
| 084 | |a 43.33 |2 bkl | ||
| 100 | 1 | |a Hong, M. |e verfasserin |0 (orcid)0000-0001-7278-8667 |4 aut | |
| 245 | 1 | 0 | |a A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis |
| 264 | 1 | |c 2023 | |
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a Computermedien |b c |2 rdamedia | ||
| 338 | |a Online-Ressource |b cr |2 rdacarrier | ||
| 520 | |a Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum. | ||
| 650 | 4 | |a Catchment scale aquifer properties | |
| 650 | 4 | |a Event scale recession analysis | |
| 650 | 4 | |a Boussinesq groundwater flow | |
| 650 | 4 | |a Stream-hillslope interactions | |
| 650 | 4 | |a Net subsurface discharge fluxes | |
| 700 | 1 | |a Mohanty, B.P. |e verfasserin |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Advances in water resources |d Amsterdam [u.a.] : Elsevier Science, 1977 |g 174 |h Online-Ressource |w (DE-627)320626199 |w (DE-600)2023320-6 |w (DE-576)095428283 |x 1872-9657 |7 nnns |
| 773 | 1 | 8 | |g volume:174 |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 912 | |a SSG-OPC-GGO | ||
| 912 | |a GBV_ILN_20 | ||
| 912 | |a GBV_ILN_22 | ||
| 912 | |a GBV_ILN_23 | ||
| 912 | |a GBV_ILN_24 | ||
| 912 | |a GBV_ILN_31 | ||
| 912 | |a GBV_ILN_32 | ||
| 912 | |a GBV_ILN_40 | ||
| 912 | |a GBV_ILN_60 | ||
| 912 | |a GBV_ILN_62 | ||
| 912 | |a GBV_ILN_65 | ||
| 912 | |a GBV_ILN_69 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_73 | ||
| 912 | |a GBV_ILN_74 | ||
| 912 | |a GBV_ILN_90 | ||
| 912 | |a GBV_ILN_95 | ||
| 912 | |a GBV_ILN_100 | ||
| 912 | |a GBV_ILN_105 | ||
| 912 | |a GBV_ILN_110 | ||
| 912 | |a GBV_ILN_150 | ||
| 912 | |a GBV_ILN_151 | ||
| 912 | |a GBV_ILN_187 | ||
| 912 | |a GBV_ILN_213 | ||
| 912 | |a GBV_ILN_224 | ||
| 912 | |a GBV_ILN_230 | ||
| 912 | |a GBV_ILN_370 | ||
| 912 | |a GBV_ILN_602 | ||
| 912 | |a GBV_ILN_702 | ||
| 912 | |a GBV_ILN_2001 | ||
| 912 | |a GBV_ILN_2003 | ||
| 912 | |a GBV_ILN_2004 | ||
| 912 | |a GBV_ILN_2005 | ||
| 912 | |a GBV_ILN_2007 | ||
| 912 | |a GBV_ILN_2009 | ||
| 912 | |a GBV_ILN_2010 | ||
| 912 | |a GBV_ILN_2011 | ||
| 912 | |a GBV_ILN_2014 | ||
| 912 | |a GBV_ILN_2015 | ||
| 912 | |a GBV_ILN_2020 | ||
| 912 | |a GBV_ILN_2021 | ||
| 912 | |a GBV_ILN_2025 | ||
| 912 | |a GBV_ILN_2026 | ||
| 912 | |a GBV_ILN_2027 | ||
| 912 | |a GBV_ILN_2034 | ||
| 912 | |a GBV_ILN_2044 | ||
| 912 | |a GBV_ILN_2048 | ||
| 912 | |a GBV_ILN_2049 | ||
| 912 | |a GBV_ILN_2050 | ||
| 912 | |a GBV_ILN_2055 | ||
| 912 | |a GBV_ILN_2056 | ||
| 912 | |a GBV_ILN_2059 | ||
| 912 | |a GBV_ILN_2061 | ||
| 912 | |a GBV_ILN_2064 | ||
| 912 | |a GBV_ILN_2106 | ||
| 912 | |a GBV_ILN_2110 | ||
| 912 | |a GBV_ILN_2111 | ||
| 912 | |a GBV_ILN_2112 | ||
| 912 | |a GBV_ILN_2122 | ||
| 912 | |a GBV_ILN_2129 | ||
| 912 | |a GBV_ILN_2143 | ||
| 912 | |a GBV_ILN_2152 | ||
| 912 | |a GBV_ILN_2153 | ||
| 912 | |a GBV_ILN_2190 | ||
| 912 | |a GBV_ILN_2232 | ||
| 912 | |a GBV_ILN_2336 | ||
| 912 | |a GBV_ILN_2470 | ||
| 912 | |a GBV_ILN_2507 | ||
| 912 | |a GBV_ILN_4035 | ||
| 912 | |a GBV_ILN_4037 | ||
| 912 | |a GBV_ILN_4112 | ||
| 912 | |a GBV_ILN_4125 | ||
| 912 | |a GBV_ILN_4242 | ||
| 912 | |a GBV_ILN_4249 | ||
| 912 | |a GBV_ILN_4251 | ||
| 912 | |a GBV_ILN_4305 | ||
| 912 | |a GBV_ILN_4306 | ||
| 912 | |a GBV_ILN_4307 | ||
| 912 | |a GBV_ILN_4313 | ||
| 912 | |a GBV_ILN_4322 | ||
| 912 | |a GBV_ILN_4323 | ||
| 912 | |a GBV_ILN_4324 | ||
| 912 | |a GBV_ILN_4326 | ||
| 912 | |a GBV_ILN_4333 | ||
| 912 | |a GBV_ILN_4334 | ||
| 912 | |a GBV_ILN_4338 | ||
| 912 | |a GBV_ILN_4393 | ||
| 912 | |a GBV_ILN_4700 | ||
| 936 | b | k | |a 38.85 |j Hydrologie: Allgemeines |q VZ |
| 936 | b | k | |a 43.33 |j Umweltfreundliche Nutzung natürlicher Ressourcen |q VZ |
| 951 | |a AR | ||
| 952 | |d 174 | ||
| author_variant |
m h mh b m bm |
|---|---|
| matchkey_str |
article:18729657:2023----::nwehdoefcieaaeeiainfacmnsaeqietruh |
| hierarchy_sort_str |
2023 |
| bklnumber |
38.85 43.33 |
| publishDate |
2023 |
| allfields |
10.1016/j.advwatres.2023.104408 doi (DE-627)ELV066209234 (ELSEVIER)S0309-1708(23)00043-X DE-627 ger DE-627 rda eng 550 VZ 38.85 bkl 43.33 bkl Hong, M. verfasserin (orcid)0000-0001-7278-8667 aut A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum. Catchment scale aquifer properties Event scale recession analysis Boussinesq groundwater flow Stream-hillslope interactions Net subsurface discharge fluxes Mohanty, B.P. verfasserin aut Enthalten in Advances in water resources Amsterdam [u.a.] : Elsevier Science, 1977 174 Online-Ressource (DE-627)320626199 (DE-600)2023320-6 (DE-576)095428283 1872-9657 nnns volume:174 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.85 Hydrologie: Allgemeines VZ 43.33 Umweltfreundliche Nutzung natürlicher Ressourcen VZ AR 174 |
| spelling |
10.1016/j.advwatres.2023.104408 doi (DE-627)ELV066209234 (ELSEVIER)S0309-1708(23)00043-X DE-627 ger DE-627 rda eng 550 VZ 38.85 bkl 43.33 bkl Hong, M. verfasserin (orcid)0000-0001-7278-8667 aut A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum. Catchment scale aquifer properties Event scale recession analysis Boussinesq groundwater flow Stream-hillslope interactions Net subsurface discharge fluxes Mohanty, B.P. verfasserin aut Enthalten in Advances in water resources Amsterdam [u.a.] : Elsevier Science, 1977 174 Online-Ressource (DE-627)320626199 (DE-600)2023320-6 (DE-576)095428283 1872-9657 nnns volume:174 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.85 Hydrologie: Allgemeines VZ 43.33 Umweltfreundliche Nutzung natürlicher Ressourcen VZ AR 174 |
| allfields_unstemmed |
10.1016/j.advwatres.2023.104408 doi (DE-627)ELV066209234 (ELSEVIER)S0309-1708(23)00043-X DE-627 ger DE-627 rda eng 550 VZ 38.85 bkl 43.33 bkl Hong, M. verfasserin (orcid)0000-0001-7278-8667 aut A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum. Catchment scale aquifer properties Event scale recession analysis Boussinesq groundwater flow Stream-hillslope interactions Net subsurface discharge fluxes Mohanty, B.P. verfasserin aut Enthalten in Advances in water resources Amsterdam [u.a.] : Elsevier Science, 1977 174 Online-Ressource (DE-627)320626199 (DE-600)2023320-6 (DE-576)095428283 1872-9657 nnns volume:174 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.85 Hydrologie: Allgemeines VZ 43.33 Umweltfreundliche Nutzung natürlicher Ressourcen VZ AR 174 |
| allfieldsGer |
10.1016/j.advwatres.2023.104408 doi (DE-627)ELV066209234 (ELSEVIER)S0309-1708(23)00043-X DE-627 ger DE-627 rda eng 550 VZ 38.85 bkl 43.33 bkl Hong, M. verfasserin (orcid)0000-0001-7278-8667 aut A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum. Catchment scale aquifer properties Event scale recession analysis Boussinesq groundwater flow Stream-hillslope interactions Net subsurface discharge fluxes Mohanty, B.P. verfasserin aut Enthalten in Advances in water resources Amsterdam [u.a.] : Elsevier Science, 1977 174 Online-Ressource (DE-627)320626199 (DE-600)2023320-6 (DE-576)095428283 1872-9657 nnns volume:174 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.85 Hydrologie: Allgemeines VZ 43.33 Umweltfreundliche Nutzung natürlicher Ressourcen VZ AR 174 |
| allfieldsSound |
10.1016/j.advwatres.2023.104408 doi (DE-627)ELV066209234 (ELSEVIER)S0309-1708(23)00043-X DE-627 ger DE-627 rda eng 550 VZ 38.85 bkl 43.33 bkl Hong, M. verfasserin (orcid)0000-0001-7278-8667 aut A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum. Catchment scale aquifer properties Event scale recession analysis Boussinesq groundwater flow Stream-hillslope interactions Net subsurface discharge fluxes Mohanty, B.P. verfasserin aut Enthalten in Advances in water resources Amsterdam [u.a.] : Elsevier Science, 1977 174 Online-Ressource (DE-627)320626199 (DE-600)2023320-6 (DE-576)095428283 1872-9657 nnns volume:174 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.85 Hydrologie: Allgemeines VZ 43.33 Umweltfreundliche Nutzung natürlicher Ressourcen VZ AR 174 |
| language |
English |
| source |
Enthalten in Advances in water resources 174 volume:174 |
| sourceStr |
Enthalten in Advances in water resources 174 volume:174 |
| format_phy_str_mv |
Article |
| bklname |
Hydrologie: Allgemeines Umweltfreundliche Nutzung natürlicher Ressourcen |
| institution |
findex.gbv.de |
| topic_facet |
Catchment scale aquifer properties Event scale recession analysis Boussinesq groundwater flow Stream-hillslope interactions Net subsurface discharge fluxes |
| dewey-raw |
550 |
| isfreeaccess_bool |
false |
| container_title |
Advances in water resources |
| authorswithroles_txt_mv |
Hong, M. @@aut@@ Mohanty, B.P. @@aut@@ |
| publishDateDaySort_date |
2023-01-01T00:00:00Z |
| hierarchy_top_id |
320626199 |
| dewey-sort |
3550 |
| id |
ELV066209234 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV066209234</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20231222093245.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">231221s2023 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.advwatres.2023.104408</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV066209234</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0309-1708(23)00043-X</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">550</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">38.85</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">43.33</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Hong, M.</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0001-7278-8667</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Catchment scale aquifer properties</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Event scale recession analysis</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Boussinesq groundwater flow</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Stream-hillslope interactions</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Net subsurface discharge fluxes</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Mohanty, B.P.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Advances in water resources</subfield><subfield code="d">Amsterdam [u.a.] : Elsevier Science, 1977</subfield><subfield code="g">174</subfield><subfield code="h">Online-Ressource</subfield><subfield code="w">(DE-627)320626199</subfield><subfield code="w">(DE-600)2023320-6</subfield><subfield code="w">(DE-576)095428283</subfield><subfield code="x">1872-9657</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:174</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GGO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">38.85</subfield><subfield code="j">Hydrologie: Allgemeines</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">43.33</subfield><subfield code="j">Umweltfreundliche Nutzung natürlicher Ressourcen</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">174</subfield></datafield></record></collection>
|
| author |
Hong, M. |
| spellingShingle |
Hong, M. ddc 550 bkl 38.85 bkl 43.33 misc Catchment scale aquifer properties misc Event scale recession analysis misc Boussinesq groundwater flow misc Stream-hillslope interactions misc Net subsurface discharge fluxes A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis |
| authorStr |
Hong, M. |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)320626199 |
| format |
electronic Article |
| dewey-ones |
550 - Earth sciences |
| delete_txt_mv |
keep |
| author_role |
aut aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| issn |
1872-9657 |
| topic_title |
550 VZ 38.85 bkl 43.33 bkl A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis Catchment scale aquifer properties Event scale recession analysis Boussinesq groundwater flow Stream-hillslope interactions Net subsurface discharge fluxes |
| topic |
ddc 550 bkl 38.85 bkl 43.33 misc Catchment scale aquifer properties misc Event scale recession analysis misc Boussinesq groundwater flow misc Stream-hillslope interactions misc Net subsurface discharge fluxes |
| topic_unstemmed |
ddc 550 bkl 38.85 bkl 43.33 misc Catchment scale aquifer properties misc Event scale recession analysis misc Boussinesq groundwater flow misc Stream-hillslope interactions misc Net subsurface discharge fluxes |
| topic_browse |
ddc 550 bkl 38.85 bkl 43.33 misc Catchment scale aquifer properties misc Event scale recession analysis misc Boussinesq groundwater flow misc Stream-hillslope interactions misc Net subsurface discharge fluxes |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
cr |
| hierarchy_parent_title |
Advances in water resources |
| hierarchy_parent_id |
320626199 |
| dewey-tens |
550 - Earth sciences & geology |
| hierarchy_top_title |
Advances in water resources |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)320626199 (DE-600)2023320-6 (DE-576)095428283 |
| title |
A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis |
| ctrlnum |
(DE-627)ELV066209234 (ELSEVIER)S0309-1708(23)00043-X |
| title_full |
A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis |
| author_sort |
Hong, M. |
| journal |
Advances in water resources |
| journalStr |
Advances in water resources |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
500 - Science |
| recordtype |
marc |
| publishDateSort |
2023 |
| contenttype_str_mv |
zzz |
| author_browse |
Hong, M. Mohanty, B.P. |
| container_volume |
174 |
| class |
550 VZ 38.85 bkl 43.33 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Hong, M. |
| doi_str_mv |
10.1016/j.advwatres.2023.104408 |
| normlink |
(ORCID)0000-0001-7278-8667 |
| normlink_prefix_str_mv |
(orcid)0000-0001-7278-8667 |
| dewey-full |
550 |
| author2-role |
verfasserin |
| title_sort |
a new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis |
| title_auth |
A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis |
| abstract |
Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum. |
| abstractGer |
Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum. |
| abstract_unstemmed |
Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 |
| title_short |
A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis |
| remote_bool |
true |
| author2 |
Mohanty, B.P. |
| author2Str |
Mohanty, B.P. |
| ppnlink |
320626199 |
| mediatype_str_mv |
c |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1016/j.advwatres.2023.104408 |
| up_date |
2024-07-06T16:57:48.139Z |
| _version_ |
1803849635609968640 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV066209234</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20231222093245.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">231221s2023 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.advwatres.2023.104408</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV066209234</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0309-1708(23)00043-X</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">550</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">38.85</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">43.33</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Hong, M.</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0001-7278-8667</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">A new method for effective parameterization of catchment-scale aquifer through event-scale recession analysis</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Accurate estimation of aquifer properties is of critical importance in representing the interactions between hydraulically connected surface-subsurface systems. The variability in recession characteristics (i.e., decline rates and slope nonlinearity) shows that each recession event (RE) occurs under different hydraulic diffusivity conditions between the stream-hillslope. Therefore, the streamflow recession characteristics should be considered in the effective parameterization of the catchment-scale aquifer. This study presents a new method for estimating catchment-scale aquifer properties while accounting for distinct recession characteristics through event-scale recession analysis. In this work, we used the recently developed BE3S (Hong et al., 2020) for (1) explicit incorporation of river stage observations as forcing data to account for the distinct recession characteristics and (2) numerical prediction of outflow from a Boussinesq aquifer to comparatively evaluate analytically derived effective groundwater parameters. We also addressed the relevance of the net subsurface discharge (NSD) observations in event-scale recession analysis for the catchment-scale aquifer parameterization. Specifically, we found that the catchment-scale NSD data plays a role in determining the initial saturated aquifer thickness (Dini ) and the size of contributing aquifer (Ac ), which varies in individual REs. The applicability of the proposed parameterization scheme was successfully validated for individual REs with distinct recession slopes, demonstrating that hydraulic diffusivity parameters can be estimated by explicitly incorporating recession characteristics. As a catchment-scale application of hydraulic groundwater theory, we expect that the proposed scheme for effective groundwater parameterization will contribute to the accurate representation of the catchment-scale stream-hillslope hydrologic continuum.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Catchment scale aquifer properties</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Event scale recession analysis</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Boussinesq groundwater flow</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Stream-hillslope interactions</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Net subsurface discharge fluxes</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Mohanty, B.P.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Advances in water resources</subfield><subfield code="d">Amsterdam [u.a.] : Elsevier Science, 1977</subfield><subfield code="g">174</subfield><subfield code="h">Online-Ressource</subfield><subfield code="w">(DE-627)320626199</subfield><subfield code="w">(DE-600)2023320-6</subfield><subfield code="w">(DE-576)095428283</subfield><subfield code="x">1872-9657</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:174</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GGO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">38.85</subfield><subfield code="j">Hydrologie: Allgemeines</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">43.33</subfield><subfield code="j">Umweltfreundliche Nutzung natürlicher Ressourcen</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">174</subfield></datafield></record></collection>
|
| score |
7.3985195 |