Research on the normal water level and its effect on waterway condition in the cascade navigation-power junction

2014 ◽  
pp. 2543-2546
Author(s):  
Xiaoxiang Feng ◽  
Yibing Li
Keyword(s):  
Author(s):  
I G. N. Putu Dharmayasa ◽  
I W. Redana ◽  
Tjok Gde Suwarsa Putra

Development of dam very important for community surrounding the dam. To maintain that the benefits can be continued, it is necessary to review whether the safety of dams already meet the expected requirements. Dam safety to be reviewed when the dam was built and when the dam operating at this time. Security conditions associated with changes in water level on the upstream dam that affects the seepage on the body of dam and seepage under the dam. The water level also affects the slope of the dam when the dam has been operating.  Evaluation of the safety of the dam was conducted on Benel dam which located in Melaya District, Jembrana Regency, Bali Province. The results of the calculation of seepage (q) in the dam body with SEEP/W and flownet shows that, seepage discharge (q) which passes through under the dam and the body of dam is less than 1% (4.9206 m3/second) against the average flood discharge, so it has met the security requirements. Dam safety factor calculations without seismic load and with seismic load, for upstream slope and downstream slope when the dam was constructed,  when operating with flood water level,  when operating in the rainy season (normal water level),  when operating in the dry season (minimum water level) and with rapid draw down condition, with SLOPE/W and the Bishop method, the safety factor obtained more than minimum requirement by RSNI M-03-2002.


2013 ◽  
Vol 405-408 ◽  
pp. 511-520
Author(s):  
Zheng Chao Lu ◽  
Li Bing Li ◽  
Feng Shang ◽  
Yun Hui Jiang

To reduce the tensile stress at dam heel, inducing joints have been set in Xiaowan arch dam; they were designed to work without water pressure. After the reservoir was impounded to the normal water level of E.L.1240m, monitoring data showed that almost half of the inducing joints were working with water pressure, but leakage remained small. It also indicated the opening and shear deformation of all the inducing joints were small, and the joint surface remained in compression although the compressive stress was decreased by 2.03MPa~9.29MPa. So it can be concluded that the inducing joints are generally working at closing and compressive state. However, some abnormalities were detected: large seepage pressure and increasing crack width in block No.16 which is at the right end of the inducing joints; 5 small cracks appeared with leakage water at the downstream inner surface of the inspection gallery of the inducing joint in block No.22. Therefore, close attention has to be paid to the crack propagation around the inducing joints for the safety monitoring in future.


2021 ◽  
Vol 10 (1) ◽  
pp. 1-8
Author(s):  
Dyah Pratiwi Kusumastuti ◽  
Husna Alghoida

Abstract Dams have many benefits such as irrigation, flood prevention, power generation and even tourism, especially in areas where the dam is located. So that the benefits received can last a long time, in the planning, it must be analyzed for stability, seepage discharge that occurs and the safety of the piping. The piping hazard safety figures in this study were calculated using the Harza method for maximum water level conditions, normal water levels, fast receding and empty dams at sta 0 + 150, sta 0 + 200, sta 0 + 250 and sta 0 + 300. Based on the calculation results, it is found that the safety of piping hazards without filters with the grouting method do not meet the requirements safety factor, especially in conditions of maximum water level, normal water level and fast receding. In order for the safety of piping hazard in order to meet the requirements, a filter is applied under the dams. The filter is applied so that the piping hazard safety figure meets the requirements of all water level conditions and all station is 80 cm deep.   Keywords: safety factor, piping, Harza method, filter   ABSTRAK Bendungan memiliki banyak manfaat seperti irigasi, pencegah banjir, pembangkit listrik bahkan pariwisata khususnya pada wilayah dimana bendungan tersebut berada. Agar manfaat yang diterima dapat berlangsung lama maka dalam perencanaannya wajib dianalisis terhadap stabilitas, debit rembesan yang terjadi maupun keamanan dari piping. Angka keamanan bahaya piping pada penelitian ini dihitung dengan menggunakan metode Harza untuk kondisi muka air maksimum, muka air normal, surut cepat dan bendungan kosong di sta 0+150, sta 0+200, sta 0+250 serta sta 0+300. Berdasarkan hasil perhitungan didapatkan bahwa angka keamanan bahaya piping tanpa penggunaan filter dengan metode grouting tidak memenuhi persyaratan angka keamanan khususnya pada kondisi muka air maksimum, muka air normal dan surut cepat. Agar angka keamanan bahaya piping memenuhi persyaratan maka diaplikasikan filter dibawah tubuh bendungan. Filter yang diaplikasikan agar angka keamanan bahaya piping memenuhi persyaratan diseluruh kondisi muka air dan seluruh sta adalah dengan kedalaman 80 cm.   Kata kunci: angka keamanan, piping, metode Harza, filter Abstract Dams have many benefits such as irrigation, flood prevention, power generation and even tourism, especially in areas where the dam is located. So that the benefits received can last a long time, in the planning, it must be analyzed for stability, seepage discharge that occurs and the safety of the piping. The piping hazard safety figures in this study were calculated using the Harza method for maximum water level conditions, normal water levels, fast receding and empty dams at sta 0 + 150, sta 0 + 200, sta 0 + 250 and sta 0 + 300. Based on the calculation results, it is found that the safety of piping hazards without filters with the grouting method do not meet the requirements safety factor, especially in conditions of maximum water level, normal water level and fast receding. In order for the safety of piping hazard in order to meet the requirements, a filter is applied under the dams. The filter is applied so that the piping hazard safety figure meets the requirements of all water level conditions and all station is 80 cm deep.   Keywords: safety factor, piping, Harza method, filter   ABSTRAK Bendungan memiliki banyak manfaat seperti irigasi, pencegah banjir, pembangkit listrik bahkan pariwisata khususnya pada wilayah dimana bendungan tersebut berada. Agar manfaat yang diterima dapat berlangsung lama maka dalam perencanaannya wajib dianalisis terhadap stabilitas, debit rembesan yang terjadi maupun keamanan dari piping. Angka keamanan bahaya piping pada penelitian ini dihitung dengan menggunakan metode Harza untuk kondisi muka air maksimum, muka air normal, surut cepat dan bendungan kosong di sta 0+150, sta 0+200, sta 0+250 serta sta 0+300. Berdasarkan hasil perhitungan didapatkan bahwa angka keamanan bahaya piping tanpa penggunaan filter dengan metode grouting tidak memenuhi persyaratan angka keamanan khususnya pada kondisi muka air maksimum, muka air normal dan surut cepat. Agar angka keamanan bahaya piping memenuhi persyaratan maka diaplikasikan filter dibawah tubuh bendungan. Filter yang diaplikasikan agar angka keamanan bahaya piping memenuhi persyaratan diseluruh kondisi muka air dan seluruh sta adalah dengan kedalaman 80 cm.   Kata kunci: angka keamanan, piping, metode Harza, filter


2018 ◽  
Vol 4 (3) ◽  
pp. 95
Author(s):  
Dwi Nanda Putra ◽  
Sri Hetty Susantin

ABSTRAKBendungan Raknamo merupakan bendungan tipe urugan dengan inti tegak pada tubuh bendungan. Bendungan urugan berpotensi mengalami keruntuhan akibat berubahnya tegangan dalam tanah akibat aliran air. Untuk menghindari keruntuhan, maka diperlukan analisis stabilitas yang dihitung secara bersamaan antara aliran air dan deformasi menggunakan metode elemen hingga dan model 2D pada program PLAXIS 2D 2016. Kondisi yang dianalisis yaitu saat selesai konstruksi, muka air normal, muka air maksimum dan muka air minimum, yang akan dikombinasikan dengan beban gempa. Untuk kondisi surut cepat, faktor beban gempa diabaikan. Analisis dengan gempa menggunakan metode gempa pseudostatik. Hasil analisis berupa faktor keamanan (FK) terkritis di hilir terjadi pada kondisi muka air maksimum 1,890 sebelum ada gempa. Faktor keamanan yang dianalisis memenuhi kriteria yang mengacu pada RSNI M-03-2002, dimana nilai faktor keamanan yang diperoleh lebih besar dari kriteria minimum yang disyaratkan.Kata kunci: bendungan Raknamo, analisis stabilitas, faktor keamanan ABSTRACTThe Raknamo dam is an embankment with a center of core rock fill dam. Embankment dam is risky to collapse due to changes of stress while ground water flow. To avoid collapse, it is necessary to do stability analyzes which were calculated simultaneously between water flow and deformation using the finite element method and 2D models in PLAXIS 2D 2016 program. The conditions to be analyzed are after construction, normal water level, high water level, minimum water level, which will be combined with the earthquake load. For rapid drawdown conditions, earthquake loads are ignored. Analysis with earthquake use the pseudostatic earthquake method. The result of analysis in the form of critical safety factor (SF) in the downstream occurred on high water level condition is 1,890. The safety factors analyzed meet the criteria referring to the RSNI M-03-2002, where the value of the safety factor obtained is more than the required minimum criteria.Keywords: the Raknamo dam, stability analysis, safety factor


2013 ◽  
Vol 2 (1) ◽  
pp. 34-40
Author(s):  
Andrzej Michalski

Abstract Abstract. Numerical modeling is an important tool to estimate slope stability. This publication shows application of a GEO 5 - slope stability software to evaluate stability of the “Łaski” Landslide in Międzybrodzie Bialskie. The slide surfaces, which were indentified in drill cores, were used to compute factors of safety (FS). The data from inclinometric measurements were used to verify the numerical model of the landslide. Calculations were carried out for three scenarios: first with normal water level, second scenario with lowered water level of 5 m and 10 m and the third scenario without water with the worst courses of sliding surfaces. As the result for each scenario the factors of safety were estimated. It was found that despite of water lowering and stabilization of existed surfaces, there is a considerable risk of a new sliding surfaces occurrence.


2021 ◽  
Vol 1 (1) ◽  
pp. 219-228
Author(s):  
Favian Giffary Ramadian ◽  
◽  
Rini Wahyu Sayekti ◽  
Dian Sisinggih ◽  
◽  
...  
Keyword(s):  

Bendung Gerak Mrican (Waru Turi) merupakan salah satu bendung gerak terbesar yang membendung Sungai Brantas. Bendung mengairi daerah irigasi Waru seluas 12.710 Ha dan daerah irigasi Turi seluas 16.444 Ha. Fungsi utama bendung adalah sebagai pemenuhan kebutuhan air irigasi (pengontrol debit) dan bangunan pengendali banjir. Dari total sembilan pintu spillway hanya delapan pintu yang beroperasi secara maksimal. Dengan kebutuhan air irigasi yang harus tetap terpenuhi, maka diperlukan pola operasi baru untuk tetap menunjang irigasi tersebut. Pola operasi bukaan pintu mengacu pada elevasi Muka Air Normal/Normal Water Level pada elevasi +57,3 meter sebagai acuan ideal. Muka air surut pada elevasi +57,2 meter, dan Muka Air Banjir pada elevasi +58,28 meter. Metode simulasi bukaan pintu (intake maupun pintu spillway) didasarkan dengan kebutuhan irigasi. Dengan metode simulasi bukaan pintu didapatkan debit maksimal pintu spillway (+57,3 m) sebesar 63,67 m3 /det, dengan bukaan 2,73 meter tiap pintu (total delapan pintu yang berfungsi). Sedangkan pada pintu intake Waru debit sebesar 6,211 m3 /det dan Turi dengan debit 7,936 m3 /det besar bukaan pintu maksimal 0,3 meter tiap pintunya. Dengan pola operasi baru, debit yang mengalir pada tiap pintu intake tetap memenuhi kebutuhan debit irigasi.


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