Towards quantification of soil conservation performance using sediment connectivity concept at hillslope scale: proposing a new framework for data-scarce regions

被引:3
|
作者
Rahmati, Omid [1 ]
Soleimanpour, Seyed Masoud [2 ]
Arabkhedri, Mahmood [3 ]
Mehrjo, Sardar [4 ]
Kalantari, Zahra [5 ,6 ,7 ]
Cavalli, Marco [8 ]
Crema, Stefano [8 ]
Bahmani, Aref [4 ]
机构
[1] Agr Res Educ & Extens Org AREEO, Kurdistan Agr & Nat Resources Res & Educ Ctr, Soil Conservat & Watershed Management Res Dept, Sanandaj, Sanandaj, Iran
[2] Agr Res Educ & Extens Org AREEO, Fars Agr & Nat Resources Res & Educ Ctr, Soil Conservat & Watershed Management Res Dept, Shiraz, Iran
[3] Agr Res Educ & Extens Org AREEO, Soil Conservat & Watershed Management Res Inst, Water & Soil Conservat Engn Dept, Tehran, Iran
[4] Org Nat Resources & Watershed Management Kurdistan, Sanandaj, Iran
[5] Stockholm Univ, Dept Phys Geog, SE-10691 Stockholm, Sweden
[6] Stockholm Univ, Bolin Ctr Climate Res, SE-10691 Stockholm, Sweden
[7] KTH Royal Inst Technol, Dept Sustainable Dev Environm Sci & Engn SEED, SE-10044 Stockholm, Sweden
[8] Natl Res Council CNR IRPI, Res Inst Geohydrol Protect, Padua, Italy
关键词
Sediment dynamic; Soil conservation; Sediment connectivity; Monitoring; CARBON SEQUESTRATION;
D O I
10.1007/s11368-023-03491-1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
PurposeAlthough contour trenching is one of the widely used nature-based solutions for soil conservation around the world, its efficiency has not been quantitatively investigated. This study aimed to scrutinize the performance of the contour trenching program, a nature-based solution and common soil erosion prevention measure in hillslopes of a data-scarce region based on the sediment connectivity approach.Materials and methodsSix different hillslopes (A-F) were selected in the Khamsan watershed in Iran, a representative area where contour trenching has been implemented. The sediment connectivity map of each hillslope was generated using the index of connectivity (IC) based on two real scenarios: with (scenario I) and without (scenario II) contour trenching. Two different field-based validation methods were applied on the base of (i) in situ measurements of the sediment depth in contour trenches and Pearson's correlation analysis, and (ii) field index of connectivity (FIC). The validity of the sediment connectivity results was verified using both validation approaches. The sediment connectivity in two scenarios was compared and the impact of the contour trenching was analyzed. The performance of the contour trenching program was quantitatively determined for each hillslope.Results and discussionThe results revealed that contour trenching significantly affected sediment routing and reduced the IC values of all selected hillslopes. The differences in IC value between the two scenarios ( increment IC) for hillslopes A, B, C, D, E, and F were found to be 22.6%, 11.27%, 14.69%, 5.83%, 15%, and 7.27%, respectively. Therefore, the spatial pattern of sediment connectivity also differed significantly after implementing contour trenching. Furthermore, Pearson's correlation coefficients revealed that the sediment connectivity and the sediment depth in contours in all hillslopes had a significant negative relationship, resulting in confirming the validity of the sediment connectivity results for all six hillslopes in the current study.ConclusionContour trenching significantly reduced the sediment connectivity on all six hillslopes studied. Furthermore, in situ measurements of the sediment depth in contour trenches should be conducted to verify the simulation of sediment connectivity. The proposed methodology can be applied in other data-scarce regions to evaluate the performance of the contour trenching program.
引用
收藏
页码:2298 / 2309
页数:12
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  • [1] Towards quantification of soil conservation performance using sediment connectivity concept at hillslope scale: proposing a new framework for data-scarce regions
    Omid Rahmati
    Seyed Masoud Soleimanpour
    Mahmood Arabkhedri
    Sardar Mehrjo
    Zahra Kalantari
    Marco Cavalli
    Stefano Crema
    Aref Bahmani
    Journal of Soils and Sediments, 2023, 23 : 2298 - 2309