Application of the Kineros model for predicting the effect of land use on the surface run-off Case study in Brantas sub-watershed, Klojen District, Malang City, East Java Province of Indonesia

Bisri, Mohammad; Limantara, Lily Montarcih; Prasetyorini, Linda; Chasanawati, Dwi

doi:10.1515/jwld-2017-0062

Cited by 13 publications

(18 citation statements)

References 3 publications

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“…Further, manual calibration was performed in this study, based upon previous experience with the K2 model (i.e. expert knowledge) (see, for example, Kalin and Hantush, 2006a;Memarian et al 2013;Nguyen et al 2016;Acde et al 2017). Also, calibration and validation of the model were performed using a multiplier approach.…”

Section: Model Calibration and Validationmentioning

confidence: 99%

Predicting the Impact of Drainage Ditches upon Hydrology and Sediment Loads Using KINEROS 2 Model: A Case Study in Ontario.

Gupta¹,

Rudra²,

Gharabahi³

et al. 2018

Can. Biosyst. Eng.

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Hydrologic models are calibrated and validated with an existing drainage network/drainage pattern (DNDP). However, in present times water could be routed through alternative DNDPs. The main objective of thispaper was to explore the performance of KINEROS 2 model in predicting streamflow and sediment yield in response to alterations in DNDP. Adopting the existing DNDP as an input, the model was calibrated for three events (18 April 2013, 12 June 2012, and 12 June 2013) and validated for two events (12 April 2014, and 30 August 2013) for flow at the watershed outlet. Further, the model was calibrated for eight events and validated for seven events for sediment content at the watershed outlet. Thereafter, the model was driven with a modified DNDP, and its response upon peak flow, direct runoff and sediment yield were investigated for two events (12 April 2014 and 18 April 2013) and a synthetic design storm (2-year-24 hour) at a sub-basin outlet (GUL_RSD). Three DNDPs: DNDP_M (road-side ditches with the same Manning's n), DNDP_MV (road-side ditches lined with medium vegetation), and DNDP_HV (road-side ditches lined with thick vegetation) were considered. KINEROS 2 results revealed that peak flow, direct runoff, and sediment yield increased by 47.36 %, 31.39 %, and 26.96 % respectively for 12 April 2014 event for DNDP_M. Similar results were obtained for 18 April 2013 and synthetic design storm events. However, when road-side ditches were lined with a thicker vegetation (DNDP_MV and DNDP_HV), a reduction in peak flow, direct runoff, and sediment yield was observed.

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Section: Model Calibration and Validationmentioning

confidence: 99%

Predicting the Impact of Drainage Ditches upon Hydrology and Sediment Loads Using KINEROS 2 Model: A Case Study in Ontario.

Gupta¹,

Rudra²,

Gharabahi³

et al. 2018

Can. Biosyst. Eng.

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“…As indicated by TURNER et al 2001, LULCC usually results in an increment of surface runoff, decrease of groundwater recharge and increased pollutant transfer BUTT et al 2015. In general, LULCC have various consequences on Earth's ecology, hydrology, climate, geomorphology and biogeochemical cycles BISRI et al 2017;DINKA 2012;GAREDEW et al 2009;GRZYWNA, SENDER 2017;LIVER-MAN, CUESTA 2008; MINEA, IOANA-TOROIMAC 2016; UR-BAŃSKI, JAKUBIAK 2017.…”

Section: Introductionmentioning

confidence: 97%

Analysis of land use/land cover change in Adei watershed, Central Highlands of Ethiopia

Dinka¹,

Chaka²

2019

Journal of Water and Land Development

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Land use/land cover changes (LULCC) at Adei watershed (Ethiopia) over a period of 23 years (1986–2009) has been analysed from LANDSAT imagery and ancillary data. The patterns (magnitude and direction) of LULCC were quantified and the final land use/land cover maps were produced after a supervised classification with appropriate post-processing. Image analysis results revealed that the study area has undergone substantial LULCC, primarily a shift from natural cover into managed agro-systems, which is apparently attributed to the increasing both human and livestock pressure. Over the 23 years, the aerial coverage of forest and grass lands declined by 8.5% and 4.3%, respectively. On the other hand, agricultural and shrub lands expanded by 9.1% and 3.7%, respectively. This shows that most of the previously covered by forest and grass lands are mostly shifted to the rapidly expanding farm land use classes. The findings of this study suggested that the rate of LULCC over the study period, particularly deforestation due to the expansion of farmland need to be given due attention to maintain the stability and sustainability of the ecosystem.

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“…Erosion and sedimentation have been recognized as important issues that reduce reservoir capacity and destroy many public facilities (Setyawan & Lee, 2017). Analyzing erosion and sedimentation cannot be released from the hydrological boundary of the Watershed (Anache et al, 2018;Bisri et al, 2017;Asdak, 2010). Dwelling or hydrological containers of economic activity based on the environment are described as watersheds (Common & Stagl 2005;Miller & Spoolman 2015;Reddy et al, 2017).…”

Section: Introductionmentioning

confidence: 99%

Analysis of Recent Erosion Hazard Levels and Conservation Policy Recommendations for Lesti Subwatershed, Upper Brantas Watershed

Pambudi¹,

Moersidik

Karuniasa

2021

jpp

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The reduced age function of Sengguruh Dam/Reservoir due to erosion in the upper of Brantas Watershed (Lesti Subwatershed area) interferes with its role in flood control, irrigation water supply and the supply of most of the hydroelectricity in East Java Province, Indonesia. This study aims to estimate erosion, analyze the interrelationship of the causative factors and provides environmental conservation direction. The research method uses mixed methods. The quantitative method of erosion rates is done by calculating the Modify Universal Soil Loss Equation which is supported by GIS tools. The qualitative method is carried out with questionnaires and interviews in the Lesti Subwatershed area. The results showed that the current erosion rate in each ha of land (average) in the Lesti Subwatershed was 153,868 tons / ha / year (exceeding the tolerable erosion rate of 30 tons / ha / year). The rate of erosion in the Lesti Subwatershed has always increased in the last 14 years. Of the 12 Subdistricts in the Lesti watershed, as many as 6 Subdistricts are identified as having high levels of Erosion Hazards so that they were a priority to be handled, namely in the Wajak, Dampit, Tirtoyudo, , Gedangan, Sumbermanjing Wetan and Bantur Subdistricts. Dampit Subdistrict, Turen Subdistrict and Gondanglegi Subdistrict also face behavioral problems and high population pressure compared to other Subdistricts. Research also shows that there is a relationship between erosion and knowledge, attitudes and behavior of the community in the form of population pressure and land use patterns. It is recommended that environmental conservation directives focus on these 6 Sub-districts through the application of soil and water conservation. The results of spatial analysis at priority locations suggest conservation measures in the form of law enforcement or counseling, and community empowerment to increase the ability and independence of the community through providing access to resources, education, and training.

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Application of the Kineros model for predicting the effect of land use on the surface run-off Case study in Brantas sub-watershed, Klojen District, Malang City, East Java Province of Indonesia

Cited by 13 publications

References 3 publications

Predicting the Impact of Drainage Ditches upon Hydrology and Sediment Loads Using KINEROS 2 Model: A Case Study in Ontario.

Predicting the Impact of Drainage Ditches upon Hydrology and Sediment Loads Using KINEROS 2 Model: A Case Study in Ontario.

Analysis of land use/land cover change in Adei watershed, Central Highlands of Ethiopia

Analysis of Recent Erosion Hazard Levels and Conservation Policy Recommendations for Lesti Subwatershed, Upper Brantas Watershed

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