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Pengembangan Sentra Wisata Berbasis Potensi Lokal Melalui Program Pengembangan Desa Mitra Iin Purnamasari; Ikhwanudin Ikhwanudin; Ndaru Hario Sutaji; Ekasari Setianingsih
WASANA NYATA Vol 2, No 2 (2018)
Publisher : STIE AUB Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36587/wasananyata.v2i2.363

Abstract

Program Pengembangan Desa Mitra (PPDM) secara khusus bertujuan untuk menghilirisasikan hasil riset unggulan Universitas PGRI Semarang antara lain penelitian kaji tindak di Fakultas Teknik seperti penataan kawasan permukiman untuk melakukan penataan desa Sepakung sebagai kawasan wisata berbasis potensi alam. Hasil penelitian lain adalah bidang pendidikan yang diterapkan untuk pendidikan wisata, serta pemberdayaan masyarakat menuju desa wisata mandiri. Metode PPDM dilakukan dengan tahap persiapan, tahap pemberdayaan masyarakat yang meliputi pembinaan, pendampingan, dan evaluasi dalam semua kegiatan serta tahap menuju desa wisata. Kegiatan dilaksanakan dalam waktu tiga (3) tahun, dengan fokus utama pada tahun ke-1 adalah pengembangan sentra usaha kecil berbahan ketela mangul bagi kelompok UKM, pembentukan Kelompok Guidance Tourism (GT) bagi kelompok Karang Taruna, dan pembuatan Site/Master Plan Kawasan wisata cagar alam Desa Sepakung bagi Kelompok Sadar Wisata (POKDARWIS).Kata Kunci: sentra wisata, potensi lokal, desa mitra
Planning Weir Jeruk Gulung In Troso Village, Pecangaan district, Jepara Regency Ikhwanudin Ikhwanudin
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 2, No 1 (2021)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

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Abstract

Lack of water availability for agricultural land during the dry season results in less optimal agricultural productivity, This is what happened in Troso Lor village, Pecangaan sub-district, Jepara Regency. In order to meet water needs continuously and maintain the availability of water sources, efforts are needed in the framework of protecting, developing, controlling and utilizing water resources.  For this reason, a construction plan for the Jeruk Gulung Dam on the Jeruk Gulung River will be planned as an effort to utilize water sources for irrigation in the Troso village area, Pecangaan sub-district, Jepara regency.  Meanwhile, the results of the analysis of irrigation water requirements are used for channel hydrological analysis. After planning the weir construction, the weir stability control is carried out against rolling, shear, eccentricity and soil bearing capacity . Meanwhile, the results of the analysis of irrigation water requirements are used for channel hydrological analysis. After planning the weir construction, the weir stability control is carried out against rolling, shear, eccentricity and soil bearing. Based on the results of the analysis and planning of the Jeruk Gulung Dam, the data obtained for the area of rice fields is 16 Ha with a requirement of 0.019 m3 / s of irrigation water with a fixed weir type with 100.1347 m3 / sec flood discharge. The width of the weir is 19.2 m with an effective width of 17.7 m and a width of 1 m for rinsing.
The Identification of River Flow Capacity using the HEC-RAS 1D Model: Case Study of Sringin River Downstreamdy of the Sringin River Downstream Ikhwanudin, .; Afifah, Risdiana Cholifatul; Husodo, Ibnu Toto; Yudaningrum, Farida
Aceh International Journal of Science and Technology Vol 13, No 2 (2024): August 2024
Publisher : Graduate School of Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.13170/aijst.13.2.40174

Abstract

The Sringin is a downstream river located in East Semarang. The Sringin River becomes the channel waste of the East Semarang district area. The Sringin River bank is surrounded by the Terboyo industrial area and settlement. The flood occurred in both areas, especially at Ngilir village, Genuk subdistrict. It is caused by low-capacity sedimentation channels and buildings occupying the channel body. The study aims to estimate flood discharge during repeat period 2, 5, 10, 25, 50, and 100 years on Sringin river downstream, analyze the capacity cross-section river, and identify the river water level profile when debit flowed with various period repeat flood. The hydrology calculation showed that flood discharge plans in the repeat period 2, 5, 10, 25, 50, and 100 years are 12.42; 16.67; 19.81; 30.7; 31.6; 33.22 m 3 /s. At the same time, the flow river capacity is 2.95 m/s in the upstream section and 15.52 m/s in the downstream section. Thus, floods occurred in some places when large discharges flowed. In period 2, the water level is about 1.0 to 1.5 meters. In more repeat periods, the level is higher. The conclusion is that the Sringin River cannot flow with perfect discharge, which exceeds its flow capacity.