Ratio Between Maximum and Minimum Discharge (Qmax/Qmin) as the Anticipated Indicator of River Disaster in 30 Watersheds of Indonesian

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World Applied Sciences Journal 25 (7): 1031-1035, 2013 ISSN 1818-4952 IDOSI Publications, 2013 DOI: 10.5829/idosi.wasj.2013.25.07.13379 Ratio Between Maximum and Minimum Discharge (Qmax/Qmin) as the Anticipated Indicator of River Disaster in 30 Watersheds of Indonesian 1 2 2 2 John P. Pantouw, Lily Montarcih Limantara, M. Bisri and Rispiningtati 1 Doctoral Program on Department of Water Resources, Faculty of Engineering, University of Brawijaya, Malang, East Java of Indonesia 2 Department of Water Resources, Faculty of Engineering, University of Brawijaya, Malang, East Java of Indonesia Submitted: Sep 15, 2013; Accepted: Oct 21, 2013; Published: Oct 25, 2013 Abstract: This paper intended to analyze the initial indicator of a river by comparing maximum and minimum discharge. Ratio between maximum and minimum discharge (Qmax/Qmin) is known as coefficient of river regime. This study conducted in 30 mini-hydros electrical power of Indonesia. The methodology consisted of analysis on Qmax/Qmin (Qid, coefficient of river regime) in each site of mini-hydro and than there were classified as good, good enough, bad enough, bad or very bad river quality due to the indicators as follow: if Qid < 5 indicated good quality; if 5 < Qid < 15 indicated enough to good quality; if 15 < Qid < 25 indicated enough to bad quality; if 25 < Qid < 50 indicated bad quality; and if Qid > 50 indicated very bad quality. Results showed that as the discharge supplier of mini-hydro, 2 watersheds were in good, 17 watersheds in enough to good, 3 watersheds in enough to bad, 3 watersheds in bad and 5 watersheds in very bad. This results can give the authority of local or center government for making firm steps to save the available rivers. Key words: River indicator Qmax/Qmin Mini-hydro electrical power INTRODUCTION by the watershed itself like vegetated land cover [5, 6], land use, etc. In depth analysis, numerical data of Since climate change will certainly increase global hydro-meteorological components can be extracted air temperature and any other kind of climate factors, into numerical model such as for irrigation need and considerable regional impacts on the availability of water regionalization [7, 8], hydrological parameterization [9], resources will occur concerning quantity, quality and prediction of run off and available water [10]. seasonality [1]. This will influence all kinds of water There are many indicators as the river quality base suppliers, water users and water management structures. due to the level such as sedimentation rate, run off Climate change has a large impact on water resources coefficient, ratio between maximum and minimum system planning. Some water resources projects are discharge (Qmax and Qmin) and area number of land cover closely linked to the regional hydrological situation of [11]. Data of 1992 indicated that the area number of critical a watershed and reacts sensitively to changes in farming in outside of forest reached ± 18 millions ha. After water quantity, quality and seasonality. Knowledge almost 13 years (in 2005), the critical farming area has about temporal dynamic of hydro-meteorology in a reached ± 25 millions ha. It meaned that there was damage multi-functioned watershed is very important due to the increasing of 39% within 13 years or the average was 3% optimal planning for saving water and drainage system per-year and it was as the danger value. Critical area in the and extreme climate accurance management like flood and watersheds do not only decrease farming productivity [8] drought [2-4]. Hydro-meteorology in a watershed is not in the region itself but it will damage the watershed only affected by climate change but it is also influenced hydological function in holding, saving and intercepting Corresponding Author: John P. Pantouw, Doctoral Program on Department of Water Resources, Faculty of Engineering, University of Brawijaya, Malang, East Java of Indonesia. 1031

rainfall which is dropped in the watershed area. Therefore, it is needed to follow up the accurate actions of Regional Spatial Plan (RTRW) such as to protect and maintain the existing and planned water resources facility, soil and water. In addition, it is needed an effort to be closed with transportation access so it is easy and well producted and it is carried out in the location which has experienced river bed degradation. This study intended to investigate the classification of some watersheds into good, enough, or bad cathegory due to the ratio between maximum and minimum discharge (Qmax and Qmin). In addition, this study also proposed alternative and steps that can be carried out for the improvement. MATERIALS AND METHODS There are some activities for improvement or protection rivers as follows: 1) Regional Space Plan (RTRW) as a public plan which contains the base procedure of regional space of regent as well as province for reaching the development objective in long term period of 15 years. Then, based on RTRW, it will be built the matrix about who and what kind action can be carried out so the indicator will be better.; 2) To protect and maintain the available and planned water resources facility; 3) To protect and maintain soil and water; 4) To make an effort so it is closely to transportation access so it is easy producted; and 5) To be carried out in some places with river bed degradation. The conservation effort is carried out with Sediment Control Structure (Bangunan Pengendali Sedimen, BPS), small dam (field reservoir), regional application, Sabo system which includes system of small and simple BPS in little river, regional conservation such as reboisation, terrasering, building rorak and gully plug, interception well. Classification of Ratio Between Maxium and Minimum Disharge (Qmax/ Qmin): Based on the general observation of watershed is made into 5 qualification standard of Qmax/Qmin (= Qid) as follow: If Qid < 5 indicated good quality If 5 < Qid < 15 indicated enough to good quality If 15 < Qid < 25 indicated enough to bad quality If 25 < Qid < 50 indicated bad quality If Qid > 50 indicated very bad quality Needed watershed improvement due to Qmax/Qmin (Qid or Q indikator) Qid < 5, Good Condition: There were some steps that was naccessary on maintaining watershed as follow: Regional Spatial Plan (RTRW) had to be remained and maintained Go green for old tree changing being carried out There was needed continuously monitoring of slope 5 < Qid < 15, Enough to Good Condition: The concrete steps were as follow: Regional Spatial Plan (RTRW) was immediately remained on urgent Conservation and protection of water catchment area in the upstream of river was naccessary to be intensively carried out, it was due to the environmental support power and storage capacity were not suitable again. For fullfiling flood in rainy season and drought in dry season, there was needed to build small dam for rainfall storage in the upstream of river, interception well and applying Q-Delta For fullfiling erosion and sedimentation, there was There was important the integrity in water resources management of river area which was naccessary to be socialized by government, province or regency or city gavernment to the society along the river area and the other stakeholders who were interesting and related with water resources management. 15 < Qid < 25, Enough to Bad Condition: The concrete steps were as follow: Regional Spatial Plan was immediately remained in urgent Conservation and protection of water catchment area in the upstream of river was naccessary to be intensively carried out, it was due to the environmental support power and storage capacity were not suitable again. For fullfiling flood in rainy season and drought in dry season, there was needed to build small dam for rainfall storage in the upstream of river, interception well and applying Q-Delta There was naccessay to greatly go green and being For fullfiling erosion and sedimentation, there was 1032

There was important of integrity in the water environmental support power and storage capacity resources management of river area which was were not suitable again. For fullfiling flood in rainy naccessary to be socialized by government, province season and drought in dry season, there was needed or regency or city gavernment to the society along to build small dam for rainfall storage in the upstream the river area and the other stakeholders who were of river, interception well and applying Q-Delta interesting and related with water resources management. There was naccessay to greatly go green and being 25 < Qid < 50, Bad Condition: The concrete steps were as For fullfiling erosion and sedimentation, there was follow: Regional Spatial Plan was immediately remained in There was important of integrity in the water urgent resources management of river area which was Conservation and protection of water catchment area naccessary to be socialized by government, province in the upstream of river was naccessary to be or regency or city gavernment to the society along intensively carried out, it was due to the the river area and the other stakeholders who were environmental support power and storage capacity interesting and related with water resources were not suitable again. For fullfiling flood in rainy management. season and drought in dry season, there was needed There was remained that no activity in ouside of to build small dam for rainfall storage in the upstream conservation of river, interception well and applying Q-Delta There was naccessary for terasering in the hill All of stakeholders foccused on conservation There was naccessay to greatly go green and being activity If naccessary, there was remained the closed area of For fullfiling erosion and sedimentation, there was economic activity If nacessary, there could be made the President Decision (Kepres) or law (UU) which protects the There was important of integrity in the water conservation activity resources management of river area which was naccessary to be socialized by government, province Methodology of Study: This study conducted on 30 sites or regency or city gavernment to the society along of mini-hydros electrical power in Indonesia. For each the river area and the other stakeholders who were watershed that supplied discharge for mini-hydro interesting and related with water resources electrical power was analyzed on the maximum and management. minimum discharge and to be determined the ratio of There was remained that no activity in ouside of Qmax/Qmin (Qid) which was known as the coefficient of conservation river regime. Then the ratio was as the indicator for There was naccessary for terrasering in the hill classifying river due to the s as above. All of stakeholders foccused on conservation activity RESULTS AND DISCUSSION If naccessary, there was remained the closed area of economic activity Determination of river classification is based on the value of river regime coefficient which is as the ratio of Qid > 50, Very Bad Condition: The concrete steps were maximum discharge (Qmax) and minimum discharge (Qmin) as follow: of a river. Analysis was carried out on 30 locations of mini-hydro electrical power in Indonesia. As the Regional Spatial Plan was immediately remained in generated discharge supplier of mini-hydro electrical urgent power, the watersheds could be classified due to the cconservation and protection of water catchment coefficient of river regime and classification as in Table 1. area in the upstream of river was naccessary to be Based on the analysis data as in Table 1 (30 locations intensively carried out, it was due to the of mini-hydros), there were indicated as follow: 1033

Table 1: Coefficient of river regime and classification Watershed of mini-hydro Coeff of river regime 3 3 3 No electrical power Qmax (m /s) Qmin (m /s) Qmax - Qmin (m /s) (Qid = Qmax/Qmin) Classification of river 1. Cianten 1B 19.46 1.53 17.93 12.72 Enough to good 2. Cianten 1 23.14 1.82 21.32 12.71 Enough to good 3. Cianten 2 28.30 2.22 26.08 12.75 Enough to good 4. Cianten 3 37.70 2.96 34.74 12.74 Enough to good 5. Telagawaja 7.35 5.05 2.30 1.46 Good 6. Wae Rancang 26.24 0.29 25.95 90.17 Very Bad 7. Sapaya 39.58 0.46 39.12 86.04 Very Bad 8. Maiting 2 30.61 3.20 27.41 9.57 Enough to good 9. Maiting 1 19.81 2.07 17.74 9.57 Enough to good 10. Pongko 22.93 2.40 20.53 9.55 Enough to good 11. Maiting 1A (Panoli) 18.18 1.90 16.28 9.57 Enough to good 12. Binuang 1 46.57 3.74 42.83 12.45 Enough to good 13. Binuang 2 67.80 5.22 62.58 12.99 Enough to good 14. Pargaringan 16.27 3.45 12.82 4.72 Good 15. Salu Siarra 69.33 1.85 67.48 37.48 Bad 16. Masupu 1 93.46 3.35 90.11 17.90 Enough to bad 17. Masupu 2 97.87 3.47 91.40 28.30 Bad 18. Masupu 3 78.75 6.48 72.27 12.15 Enough to good 19. Poring 1 13.39 1.55 11.84 8.64 Enough to good 20. Poring 2 13.90 1.61 12.29 8.63 Enough to good 21. Banatu 27.96 5.19 22.77 5.39 Enough to good 22. Mapahi 37.27 6.92 30.35 5.39 Enough to good 23. Hau Tua 38.18 7.09 31.09 5.39 Enough to good 24. Pono 9.32 1.73 7.59 5.39 Enough to good 25. Konang 10.91 0.5 10.41 21.82 Enough to bad 26. Gede 1 14.76 0.5 14.26 29.52 Bad 27. Gede 2 80.97 1.0 79.97 80.97 Very Bad 28. Pule 54.4 0.5 53.9 108.8 Very Bad 29. Krokoh 85.54 1.0 84.54 85.54 Very Bad 30. Kladen 11.2 0.5 10.7 22.4 Enough to bad 2 watersheds as the generated discharge supplier As the discharge supplier of mini-hydro, 2 of mini-hydro electrical power were in good watersheds were in good, 17 watersheds in good enough, 3 watersheds in bad enough 17 watersheds as the generated discharge supplier of and 3 watersheds in bad and 5 mini-hydro electrical power were in good enough watersheds in very bad Qid (Qmax/Qmin, ratio between maxium and minimum 3 watersheds as the generated discharge supplier of discharge) can be used as the initial indicator that is mini-hydro electrical power were in bad enough easy enough to be obtained as well as analyzed. Qid can give authority of regional as well as 3 watersheds as the generated discharge supplier of government by making decision of firm steps for mini-hydro electrical power were in bad saving available rivers. 5 watersheds as the generated discharge supplier of Qid > 25 is as indicator for the whole stakeholders mini-hydro electrical power were in very bad not to delay river saving activity with the other steps of gauged conservation and saving. In this case, CONCLUSION regional government function is very important and nacessary. Qid > 50 indicates that central government together Based on the analysis as above, it could be with stakeholder immediately carries out the concluded that emergency steps in saving available rivers. 1034

REFERENCES 7. Domingo, L., M. Villagarcia, M. Boer, L.A. Arboledas and J. Puigdefabregas, 2001. Evaluating the 1. IPCC. Climate Change, 2007. The Physical Science Long-term Water Balance of Arid Zone Stream Bed Basis; Contribution of Working Group I to the Forth Vegetation Using Evapotranspiration Modeling and Assessment Report of the Intergovernmental Panel Hillslope Runoff Measurements. J. Hydrology. on Climate Change; IPCC: Cambridge, UK, 243(1-2): 17-30. 2. Islam, M.N. and B. Sivakumar, 2002. 8. Soetopo, Widandi, 2010. Application of Sine-Product Characterization and Prediction of Runoff Dynamics, Model for Operation of Irrigation Reservoir. World a Nonlinier Dynamical View. Adv. in Water Applied Sciences Journal, 7(8): 1060-1064. Resource, 25: 179-190. 9. Wooldridge, S.C. and Kalma, J.D. 2001. Regional- 3. Tarawneh. 2013. Quantification of Drought in the Scale Hydrological Modelling Using Multiple- Kingdom of Saudi Arabia. International Journal of Parameter Landscape Zones and a Quasidistributed Water Resources and Arid Environments, Water Balance Model. Hydrology and Earth System 3(3): 125-133. Sciences, 5(1): 59-74. 4. Elagib, Nadir Ahmed. 2013. Meteorological Drought 10. Toninelli, V., D.G. Salvucci and M. Mancini, 2003. and Crop Yield in Sub-Saharan Sudan. International Parameter Estimation Technique for a Water Balance Journal of Water Resources and Arid Environments, Model and Application to Measured Data. 3(3): 164-171. Hydrology Days, pp: 192-206. 5. Limantara, Lily Montarcih, 2009. The Limiting 11. Gabr, Safwat and Bastawesy, Mohamed El. 2013. Physical Parameters of Synthetic Unit Hydrograph. The Implication of the Topographic, Hydrologic. And World Applied Sciences Journal, 7(6): 802-804. Tectonic Settings on the Development of Bahr El- 6. Limantara, Lily Montarcih, 2009. Evaluation of Ghazal Catchment, South Sudan. International Roughness Constant of River in Synthetic Unit Journal of Water Resources and Arid Environments, Hydrograph. World Applied Sciences Journal, 3(3): 164-171. 7(9): 1209-1211. 1035