scholarly journals Analisis Hidrologi Model Soil Moisture Accounting Menggunakan Program HEC-HMS (Studi Kasus : DAS Rokan AWLR Pasir Pangaraian)

2020 ◽  
Vol 20 (01) ◽  
pp. 11-18
Author(s):  
Gopal Adya Ariska ◽  
Yohanna Lilis Handayani ◽  
Bambang Sujatmoko
Keyword(s):  
Soil Moisture ◽  
Water Resources ◽  
Objective Function ◽  
Hydrological Modeling ◽  
Percentage Error ◽  
Discharge Data ◽  
Soil Moisture Accounting ◽  
Planning And Management ◽  
Discharge Volume ◽  
Calibration And Verification

(ID) Hidrologi suatu Daerah Aliran Sungai (DAS) rumit untuk diprediksi karena kekurangan data dan membutuhkan biaya yang mahal. Pada penelitian ini mengambil lokasi di sub DAS Rokan Hulu stasiun Pasir Pengaraian yang hampir setiap tahun terjadi banjir. Perencanaan dan pengolahan sumber daya air di suatu wilayah daerah aliran sungai sangat penting, maka dari itu perlunya mengetahui karakteristik suatu DAS. Perencanaan dan pengolaan sumber daya air memerlukan data debit aliran yang lengkap. Pada sub DAS ini data hujan, data debit dan data klimatologi menggunakan periode data sepuluh tahun yaitu dari tahun 2008-2017. Pemodelan hidrologi dilakukan pendekatan dengan beberapa metode, salah satunya metode soil moisture accounting di program HEC-HMS yang mana metode tersebut mensimulasikan suatu pergerakan air pada vegetasi, permukaan tanah dan di bawah permukaan tanah. Penyusunan periode kalibrasi dan verifikasi disusun dalam sembilan skema yang diharapkan mampu menghasilkan hasil yang paling optimal. Sembilan skema untuk Kalibrasi dan Verifikasi ini menggunakan metode objective function yaitu percent error in discharge volume. Skema yang paling optimal adalah skema VII (7 tahun kalibrasi 3 tahun Verifikasi), dengan nilai verifikasi 10,1%”Baik” dan Kalibrasi 0,0% “Sangat Baik”. (EN) The hydrology of a watershed is difficult to predict because of the lack of data and requires high costs. In this study taking location in the Rokan Hulu sub-watershed, Pasir Pengaraian station Almost every year flooding occurs. Planning and management of water resources in a watershed is very important and therefore it is necessary to know the characteristics of the watershed. Planning and management of water resources require complete data. in this sub-watershed rainfall data, discharge data and climatology data use a ten-year data period from 2008-2017. Hydrological modeling is approached with several methods, one of them is soil moisture accounting method in the HEC-HMS program where the method simulates a movement of water on vegetation, soil surface and below ground level. The preparation of the calibration and verification periods arranged in nine schemes is expected to produce the most optimal results. The nine schemes for Calibration and Verification use the objective function method, which is the percentage error in discharge volume. The most optimal scheme is the scheme VII (7 years calibration 3 years Verification), with a verification value of 10.1% "Good" and Calibration 0.0% "Very Good".  

scholarly journals Value of river discharge data for global-scale hydrological modeling

2008 ◽  
Vol 12 (3) ◽  
pp. 841-861 ◽  
Author(s):  
M. Hunger ◽  
P. Döll
Keyword(s):  
Water Resources ◽  
Correction Factor ◽  
River Discharge ◽  
Hydrological Modeling ◽  
Flow Characteristics ◽  
Global Scale ◽  
Station Correction ◽  
Discharge Data ◽  
Study Results

Abstract. This paper investigates the value of observed river discharge data for global-scale hydrological modeling of a number of flow characteristics that are e.g. required for assessing water resources, flood risk and habitat alteration of aquatic ecosystems. An improved version of the WaterGAP Global Hydrology Model (WGHM) was tuned against measured discharge using either the 724-station dataset (V1) against which former model versions were tuned or an extended dataset (V2) of 1235 stations. WGHM is tuned by adjusting one model parameter (γ) that affects runoff generation from land areas in order to fit simulated and observed long-term average discharge at tuning stations. In basins where γ does not suffice to tune the model, two correction factors are applied successively: the areal correction factor corrects local runoff in a basin and the station correction factor adjusts discharge directly the gauge. Using station correction is unfavorable, as it makes discharge discontinuous at the gauge and inconsistent with runoff in the upstream basin. The study results are as follows. (1) Comparing V2 to V1, the global land area covered by tuning basins increases by 5% and the area where the model can be tuned by only adjusting γ increases by 8%. However, the area where a station correction factor (and not only an areal correction factor) has to be applied more than doubles. (2) The value of additional discharge information for representing the spatial distribution of long-term average discharge (and thus renewable water resources) with WGHM is high, particularly for river basins outside of the V1 tuning area and in regions where the refined dataset provides a significant subdivision of formerly extended tuning basins (average V2 basin size less than half the V1 basin size). If the additional discharge information were not used for tuning, simulated long-term average discharge would differ from the observed one by a factor of, on average, 1.8 in the formerly untuned basins and 1.3 in the subdivided basins. The benefits tend to be higher in semi-arid and snow-dominated regions where the model is less reliable than in humid areas and refined tuning compensates for uncertainties with regard to climate input data and for specific processes of the water cycle that cannot be represented yet by WGHM. Regarding other flow characteristics like low flow, inter-annual variability and seasonality, the deviation between simulated and observed values also decreases significantly, which, however, is mainly due to the better representation of average discharge but not of variability. (3) The choice of the optimal sub-basin size for tuning depends on the modeling purpose. While basins over 60 000 km2 are performing best, improvements in V2 model performance are strongest in small basins between 9000 and 20 000 km2, which is primarily related to a low level of V1 performance. Increasing the density of tuning stations provides a better spatial representation of discharge, but it also decreases model consistency, as almost half of the basins below 20 000 km2 require station correction.

scholarly journals Selection of a Hydrological Model and Objective Function for Water Resources Management in Predominantly Rural Watershed using Criteria-Based Evaluation

2021 ◽  
Vol 2 (1) ◽  
Author(s):  
Pratik Singh Thakuri ◽  
NT Sohan Wijesekera
Keyword(s):  
Water Resources ◽  
Objective Function ◽  
Water Resources Management ◽  
Hydrological Modeling ◽  
Hydrological Model ◽  
Suitable Model ◽  
Hydrological Models ◽  
Objective Functions ◽  
Resources Management ◽  
Selection Of

Selection of a fitting up-to-date hydrological model using an evaluation of the functionality, modeler’s requirements, and modeling experiences are very important for water resources management in rural watersheds. Similarly, the selection of appropriate objective function is equally crucial in hydrological modeling processes. Accordingly, A review study was carried to select an appropriate model and objective function for water resources modeling in the predominantly rural watershed. Hydrological models namely HEC-HMS, MIKE SHE, SWAT, TOPMODEL, and SWMM, and objective functions namely NSE, RMSE, MRAE, and RAEM were reviewed. Hydrological models were reviewed under several criteria viz. temporal scale, spatial scale, hydrological processes, documentation, resources requirement, user interface and, model acquisition cost. Whereas, criteria for the review of objective functions were mathematical implication, flow regime, and modeling purpose. Each of the review criteria was comprised of several factors. The criteria-based evaluation was done to quantify the review outcome of the hydrological model and objective function. SWMM was found to be the most suitable model for simulating rural watersheds for water resources management purposes whereas, MRAE was found to be the most appropriate objective function to evaluate the performance of the model selected for rural watershed modeling.

scholarly journals Gajahwong River Continuous Flow Simulation by Using Soil Moisture Accounting (SMA) of HEC HMS

2021 ◽  
Vol 930 (1) ◽  
pp. 012032
Author(s):  
P N Wardhana ◽  
LP Kusumawijaya
Keyword(s):  
Soil Moisture ◽  
Water Supply ◽  
Continuous Flow ◽  
Flow Simulation ◽  
Data Availability ◽  
Population Number ◽  
Discharge Data ◽  
Soil Moisture Accounting ◽  
Time Series Simulation ◽  
Parameter Values

Abstract Gajahwong River is located in the southern part of Java Island, Indonesia, specifically on Daerah Istimewa Yogyakarta. Gajahwong River has an important role along the area where its discharge is used especially for irrigation water supply. Other factors stressing Gajahwong basin’s water supply purpose are population number rise and land cover change that influence river streamflow in the whole year. Hence, a continuous flow simulation was conducted to analyze Gajahwong River water availability to supply its requirement. The Soil Moisture Accounting (SMA) module of HEC-HMS was employed to simulate the continuous flow of Gajahwong River, particularly in Wonokromo Outlet. The continuous flow was simulated from the year 2012 until 2015 based on observed discharge data availability. Comparison between simulated and observed discharge was quantified by using R2, Nash-Sutcliffe efficiency and PBIAS statistic value. The statistic above parameter values yielded a value of 0.90, 0.58, and 2.02%, respectively for daily time series simulation.

scholarly journals Kalibrasi Model Soil Moisture Accounting dengan Software HEC-HMS di Stasiun Debit Pasir Pangaraian

2021 ◽  
Vol 1 (1) ◽  
pp. 13-21
Author(s):  
Yohanna Lilis Handayani ◽  
Gopal Adya Ariska ◽  
David Imannuel Ketaren
Keyword(s):  
Soil Moisture ◽  
Model Calibration ◽  
Daily Rainfall ◽  
Automatic Calibration ◽  
Calibration Data ◽  
Discharge Data ◽  
Climatological Data ◽  
Soil Moisture Accounting ◽  
Model Soil ◽  
Daily Discharge

This research aims to compare the results of the calibration of the Soil Moisture Accounting (SMA) model using Percent Error in Volume (PEV) and Peak Weighted Root Mean Square Error (RMSE). The SMA model calibration uses the HEC-HMS (Hydrologic Engineering Center – Hydrologic Modeling System). There are 12 calibrated parameters by automatic calibration. The input data are the area of ​​the watershed, daily rainfall, daily discharge data and climatological data. The data used is data from 2008 to 2017. The results show that PEV performance shows good results. While the RMSE showed poor results. PEV results are best at 7 years of calibration and 3 years of verification. The length of the calibration data has not affected the verification results.

scholarly journals MODELOS HIDROLÓGICOS SAC-SMA E IPH II: CALIBRAÇÃO E AVALIAÇÃO DO DESEMPENHO NA ESTIMATIVA DE VAZÕES NA BACIA DO RIO PIRACICABA (MG)

Irriga ◽  
2020 ◽  
Vol 25 (2) ◽  
pp. 202-222
Author(s):  
Eduardo Morgan Uliana ◽  
Demetrius David da Silva ◽  
Michel Castro Moreira ◽  
Silvio Bueno Pereira ◽  
Donizete Dos Reis Pereira
Keyword(s):  
Soil Moisture ◽  
Water Resources ◽  
River Basin ◽  
Efficiency Index ◽  
Minas Gerais ◽  
Mato Grosso ◽  
Soil Moisture Accounting ◽  
Shuffled Complex Evolution ◽  
And Performance ◽  
Piracicaba River

MODELOS HIDROLÓGICOS SAC-SMA E IPH II: CALIBRAÇÃO E AVALIAÇÃO DO DESEMPENHO NA ESTIMATIVA DE VAZÕES NA BACIA DO RIO PIRACICABA (MG)4     EDUARDO MORGAN ULIANA1; DEMETRIUS DAVID DA SILVA2; MICHEL CASTRO MOREIRA2; SILVIO BUENO PEREIRA2 E DONIZETE DOS REIS PEREIRA3   1Instituto de Ciências Agrárias e Ambientais, Universidade Federal de Mato Grosso, Avenida Alexandre Ferronato, 1200, Setor Industrial, CEP. 78557-267, Sinop, Mato Grosso, Brasil, [email protected]   2Departamento de Engenharia Agrícola, Universidade Federal de Viçosa, Campus Universitário, CEP. 36570-900, Viçosa, Minas Gerais, Brasil, [email protected], [email protected] 3Instituto de Ciências Agrárias, Universidade Federal de Viçosa, Rodovia LMG 818, km 06, CEP. 35690-000, Florestal, Minas Gerais, Brasil, [email protected] 4 O artigo é referente ao capítulo 1 da tese de doutorado do primeiro autor.     1 RESUMO   O objetivo do trabalho foi avaliar o desempenho dos modelos conceituais chuva-vazão Soil Moisture Accounting (SAC-SMA) e IPH II para a estimativa das vazões diárias na bacia hidrográfica do rio Piracicaba (MG), de modo que os mesmos possam ser utilizados para subsidiar o planejamento e a gestão de recursos hídricos na bacia. O estudo foi realizado em três seções de monitoramento de vazão da bacia do rio Piracicaba, localizada no estado de Minas Gerais - Brasil. A calibração dos modelos foi realizada com o algoritmo SCE-UA, utilizando como função objetivo o índice de Nash-Sutcliffe. Os valores do índice de eficiência de Nash-Sutcliffe obtidos nas três seções de monitoramento foram de 0,87, 0,78 e 0,71 para o modelo SAC-SMA e de 0,88, 0,80, e 0,73 para o modelo IPH II, confirmando que os modelos são “adequados e bons” para a estimativa das vazões diárias. Concluiu-se, portanto, que os modelos SAC-SMA e IPH II são adequados para a estimativa das vazões diárias de cursos de água da bacia do rio Piracicaba (MG), demonstrando potencial para serem utilizados em estudos relacionados com simulação hidrológica e gestão de recursos hídricos em bacias hidrográficas de regiões tropicais.   Palavras-chave: modelo concentrado, chuva-vazão, planejamento de recursos hídricos, previsão.     ULIANA, E. M.; SILVA, D. D.; MOREIRA, M. C.; PEREIRA, S. B.; PEREIRA, D. R. SAC-SMA AND IPH II HYDROLOGICAL MODELS: CALIBRATION AND PERFORMANCE ASSESSMENT FOR WATER FLOW ESTIMATE IN PIRACICABA RIVER BASIN (MG)     2 ABSTRACT   The aim of this study was to evaluate the performance of conceptual models Sacramento - Soil Moisture Accounting (SAC-SMA) and IPH II for daily flow estimation in Piracicaba river basin, Minas Gerais, so that they may be used in the planning and management of water resources in the river basin. The study was carried out in three runoff-monitoring sections on Piracicaba river basin, located in the State of Minas Gerais - Brazil. Model calibration was performed through the Shuffled Complex Evolution (SCE-UA) algorithm, whose objective function was the Nash-Sutcliffe efficiency index. The Nash-Sutcliffe efficiency index values obtained in the three monitoring-sections were 0.87, 0.78, and 0.71 for the SAC-SMA model, and 0.88, 0.80, and 0.73 for the IPH II one. These values confirm that the models are “appropriate and good” for daily flow estimations. Overall, both models can be further used for hydrologic simulations and water resources management in tropical river basins.   Keywords: concentrated models, rainfall-runoff, planning of water resources, forecast.

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