Estimation of Active Stream Network Length in a Hilly Headwater Catchment Using Recession Flow Analysis

被引:4
|
作者
Li, Wei [1 ,2 ]
Zhang, Ke [3 ,4 ]
Long, Yuqiao [1 ]
Feng, Li [5 ]
机构
[1] Nanjing Hydraul Res Inst, Hydrol & Water Resources Dept, Nanjing 210029, Jiangsu, Peoples R China
[2] Univ Minnesota, Dept Bioprod & Biosyst Engn, Minneapolis, MN 55108 USA
[3] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
[4] Hohai Univ, Coll Hydrol & Water Resources, Nanjing 210098, Jiangsu, Peoples R China
[5] Hohai Univ, Sci & Technol Novelty Checking Inst, Nanjing 210098, Jiangsu, Peoples R China
来源
WATER | 2017年 / 9卷 / 05期
关键词
active stream network; recession flow; headwater catchment; parameter estimation; AQUIFER; RATES; VARIABILITY; DRAINAGE; CURVES; IMPACT; SCALE;
D O I
10.3390/w9050348
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Varying active stream network lengths (ASNL) is a common phenomenon, especially in hilly headwater catchment. However, direct observations of ASNL are difficult to perform in mountainous catchments. Regarding the correlation between active stream networks and stream recession flow characteristics, we developed a new method to estimate the ASNL, under different wetness conditions, of a catchment by using streamflow recession analysis as defined by Brutsaert and Nieber in 1977. In our study basin, the Sagehen Creek catchment, we found that aquifer depth is related to a dimensionless parameter defined by Brutsaert in 1994 to represent the characteristic slope magnitude for a catchment. The results show that the estimated ASNL ranges between 9.8 and 43.9 km which is consistent with direct observations of dynamic stream length, ranging from 12.4 to 32.5 km in this catchment. We also found that the variation of catchment parameters between different recession events determines the upper boundary characteristic of recession flow plot on a log-log scale.
引用
收藏
页数:12
相关论文
共 50 条
  • [21] Shallow subsurface storm flow in a forested headwater catchment: Observations and modeling using a modified TOPMODEL
    Scanlon, TM
    Raffensperger, JP
    Hornberger, GM
    Clapp, RB
    WATER RESOURCES RESEARCH, 2000, 36 (09) : 2575 - 2586
  • [22] Using interactive recession curve analysis to specify a general catchment storage model
    Lamb, Robert
    Beven, Keith
    HYDROLOGY AND EARTH SYSTEM SCIENCES, 1997, 1 (01) : 101 - 113
  • [23] Extending Active Network Length Versus Catchment Discharge Relations to Temporarily Dry Outlets
    Botter, Gianluca
    Mcnamara, James
    Durighetto, Nicola
    WATER RESOURCES RESEARCH, 2024, 60 (01)
  • [24] Stream Network Modeling Using Remote Sensing Data in an Alpine Cold Catchment
    Cao, Hong
    Pan, Zhao
    Chang, Qixin
    Zhou, Aiguo
    Wang, Xu
    Sun, Ziyong
    WATER, 2021, 13 (11)
  • [25] Spatially distributed characterization of hyporheic solute transport during baseflow recession in a headwater mountain stream using electrical geophysical imaging
    Ward, Adam S.
    Gooseff, Michael N.
    Fitzgerald, Michael
    Voltz, Thomas J.
    Singha, Kamini
    Journal of Hydrology, 2014, 517 : 362 - 377
  • [26] The Sensitivity Analysis and Performance of SWAT plus in Simulation of Stream Flow in a Mountainous Catchment
    Andaryani, Soghra
    Ershadfath, Farnaz
    Nourani, Vahid
    CLIMATE CHANGE, NATURAL RESOURCES AND SUSTAINABLE ENVIRONMENTAL MANAGEMENT, 2022, : 323 - 329
  • [27] Spatially distributed characterization of hyporheic solute transport during baseflow recession in a headwater mountain stream using electrical geophysical imaging
    Ward, Adam S.
    Gooseff, Michael N.
    Fitzgerald, Michael
    Voltz, Thomas J.
    Singha, Kamini
    JOURNAL OF HYDROLOGY, 2014, 517 : 362 - 377
  • [28] On the estimation of stream flow depletion parameters by drawdown analysis
    Christensen, S
    GROUND WATER, 2000, 38 (05) : 726 - 734
  • [30] ANALYSIS OF ACTIVE LADDER NETWORK BY USING COATES FLOW GRAPHS AND CONTINUANTS
    CICHOCKI, A
    OSOWSKI, S
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1977, 11 (05) : 900 - 904