Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki Method
Temef Dam is located in Oenino Village Oenino District and Konbaki Village Polen District, Timor Tengah Selatan Regency which has a capacity of 45.79 millions m3. This research aimed to determine the amount of potential evapotranspiration using Penman Modification Method, the amount of dependable di...
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| Format: | Article |
| Language: | English |
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Universitas Diponegoro
2021-12-01
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| Series: | Media Komunikasi Teknik Sipil |
| Subjects: | |
| Online Access: | https://ejournal.undip.ac.id/index.php/mkts/article/view/40505 |
| _version_ | 1818251968146046976 |
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| author | Denik Sri Krisnayanti I Made Udiana Chrystin Chandra Davianto Frangky B. Welkis |
| author_facet | Denik Sri Krisnayanti I Made Udiana Chrystin Chandra Davianto Frangky B. Welkis |
| author_sort | Denik Sri Krisnayanti |
| collection | DOAJ |
| description | Temef Dam is located in Oenino Village Oenino District and Konbaki Village Polen District, Timor Tengah Selatan Regency which has a capacity of 45.79 millions m3. This research aimed to determine the amount of potential evapotranspiration using Penman Modification Method, the amount of dependable discharge with three methods that are NRECA, F.J. Mock, and Tank Methods, from those three methods will be selected a method that have closest characteristic of Temef Watershed, and filling timein Temef Reservoir. The maximum half monthly potential evapotranspiration in Temef Watershed using Penman Modification Method is 142.72 mm and the minimum is 71,25 mm. The average of annual discharge using NRECA Method is 249.89 m3/sec, F.J. Mock Method is 258.66 m3/sec, and Tank Method is 92.15 m3/sec. Based from three methods that have been used, Tank Method is the closest method to the characteristics of Temef Watershed, which RMSE value from Tank Method is 2.99. Filling time of Temef Reservoir to reach the planned reservoir volume in normal water year condition is three months and fifteen days and in low water year condition is six months. |
| first_indexed | 2024-12-12T16:16:42Z |
| format | Article |
| id | doaj.art-d1e6a8788a8c43a5a2544e85c58e0578 |
| institution | Directory Open Access Journal |
| issn | 0854-1809 2549-6778 |
| language | English |
| last_indexed | 2024-12-12T16:16:42Z |
| publishDate | 2021-12-01 |
| publisher | Universitas Diponegoro |
| record_format | Article |
| series | Media Komunikasi Teknik Sipil |
| spelling | doaj.art-d1e6a8788a8c43a5a2544e85c58e05782022-12-22T00:19:06ZengUniversitas DiponegoroMedia Komunikasi Teknik Sipil0854-18092549-67782021-12-0127222123110.14710/mkts.v27i2.4050519992Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki MethodDenik Sri Krisnayanti0https://orcid.org/0000-0003-1583-5118I Made Udiana1Chrystin Chandra2Davianto Frangky B. Welkis3Universitas Nusa Cendana, IndonesiaUniversitas Nusa Cendana, IndonesiaUniversitas Nusa Cendana, IndonesiaUniversitas Brawijaya, IndonesiaTemef Dam is located in Oenino Village Oenino District and Konbaki Village Polen District, Timor Tengah Selatan Regency which has a capacity of 45.79 millions m3. This research aimed to determine the amount of potential evapotranspiration using Penman Modification Method, the amount of dependable discharge with three methods that are NRECA, F.J. Mock, and Tank Methods, from those three methods will be selected a method that have closest characteristic of Temef Watershed, and filling timein Temef Reservoir. The maximum half monthly potential evapotranspiration in Temef Watershed using Penman Modification Method is 142.72 mm and the minimum is 71,25 mm. The average of annual discharge using NRECA Method is 249.89 m3/sec, F.J. Mock Method is 258.66 m3/sec, and Tank Method is 92.15 m3/sec. Based from three methods that have been used, Tank Method is the closest method to the characteristics of Temef Watershed, which RMSE value from Tank Method is 2.99. Filling time of Temef Reservoir to reach the planned reservoir volume in normal water year condition is three months and fifteen days and in low water year condition is six months.https://ejournal.undip.ac.id/index.php/mkts/article/view/40505das temefpenman modifikasimetode nrecametode f. j. mockmetode tangki |
| spellingShingle | Denik Sri Krisnayanti I Made Udiana Chrystin Chandra Davianto Frangky B. Welkis Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki Method Media Komunikasi Teknik Sipil das temef penman modifikasi metode nreca metode f. j. mock metode tangki |
| title | Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki Method |
| title_full | Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki Method |
| title_fullStr | Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki Method |
| title_full_unstemmed | Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki Method |
| title_short | Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki Method |
| title_sort | analysis of available discharge in the temef watershed using the nreca f j mock and tangki method |
| topic | das temef penman modifikasi metode nreca metode f. j. mock metode tangki |
| url | https://ejournal.undip.ac.id/index.php/mkts/article/view/40505 |
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