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The Potential of Umbul Sungsang Spring Water for Drinking Wate, PDAM, and Irigation Purposes at Banyudono, Boyolali, Central Java Hakim, Rohman; Priyana, Yuli
Forum Geografi Vol 14, No 2 (2000)
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/forgeo.v14i2.446

Umbul Sungsang spring located in the foot of a Merapi is on shift zone between volcanic foot plain and fluvial volcanic fott plain constitutes spring belt. Up to the present, the population use that spring for drinking water and irrigation. The planning of taking water by Municipal Waterworks to supply Solo population causes people around it worried because the usually use that spring. Therefore it is needed to conduct a research to know the potential of that spring. The aim of this research is to account how much the need of drinking water, manucipal waterworks and irrigation and the potential of the spring which is available. The research uses survey method. Primary and secondary data are collected, analyzed quantitatively by using software aid to do simulation the need of irrigation. The result of the research shows that the need of drinking water is 0.068 lt/second/day taken in dry season; manucipal waterworks uses 200 lt/second/day and for irrigation is about 442.2 lt/second/day with the pattern rice â tobacco â rice. Irrigation is also supplied from Bendung Bukur Ireng. The result of the research also shows that in October period I, II, III, and November period II and I lack of water. Therefore municipal waterworks must not use water on Otober and November, while on July and September adjust to the rest of discharge of water, which is available. Its water quality fulfils the requirement for various needs.

Masalah Sumber Daya Air Sungai di Pulau Jawa Priyana, Yuli
Forum Geografi Vol 8, No 2 (1994): December 1994
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/forgeo.v8i2.4821

Permasalah sumber daya air selama ini tidak hanya semakin meningkatnya jumlah air yang dikonsumsikan untuk air minum, pertanian dan industri, namun sudah masuk mengenai masalah pencemaran dan kerusakan sumber air. Tulisan ini membahas tentang sumber daya air permukaan khususnya sungai. Sungai di Indonesia selama ini banyak dimanfaatkan oleh masyarakat di sekitarnya sebagai sumber air domestik, industri, pertanian, maupun tempat pemhuangan limbah, baik limbah padat maupun cair. Tindakan masyarakat dalam memanfaatkan sumber daya air yang tidak memperhatikan keseimbangan lingkungan tersehut akan merusak hubungan antara komponen ekosistem yang akhirnya akan merusak lingkungan itu sendiri. Kerusakan lingkungan pada suatu sistem Daerah Aliran Sungai (DAS) akan berakibat pada penurunan sumber daya air sungai. Untuk itu perlu sekali diupayakan perbaikan terhadap kerusakan sumber daya air yang terpadu pada sistem DAS, mulai dari hulu sampai hilir sungai.

Potensi Air Tanah pasca Gempa Tektonik di Lereng Merapi Daerah Klaten Jawa Tengah Suharjo, S; Anna, Alif Noor; Kaeksi, Retno Woro; Priyana, Yuli
Forum Geografi Vol 22, No 2 (2008): December 2008
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/forgeo.v22i2.4993

The purpose of this research is to analyze the potency of land water in the post tectonic earchquake at Merapi slope in Klaten regency, Central Java. This research applies a survey method. The result of analysis is made based on the trilinier diagram, Stiff pattern, and the quality standard of drinking water. The collected data are in the form of land form, shallow land water data, suppressed land water, and well or spring. The results of the sesearch show that 1) the land form in Klaten is divided into four sets of landform, they are peak and slope of volcano, feet of volcano, fluvial palin under volcano, and a set of structural morphology. 2) The potency of land water can be tested based on the amount of land water and the quality of land water. The amount of land water in Klaten regency 260,502,274 m3/year or 727,618,722 liter/day. The amount of land water above is taken from free land water 73,301,436 m3/year, suppressed land water 34,138,520 m3/year, and land water taken from well or spring 153,062,784 m3/year. The quality of shallow land water in Klaten regency is proper to consume. 3) The distribution of upland water potency happens in the feet volcano land form, the potency of medium land water happens in the superficial of fluvial under volcano land form, and the potency of lowland water happens in the slope volcano land form and in the structural range of hills at Bayat subdistrict, 4) The tectonic earthquake gives serious effect toward morphological changes, land split, land subsident and the potency of land water in the fluvial plain of land form under volcano and structural range of hills in the area of Bayat subdistrict, and 5) In 2008, the needs of drinking water in Klaten regency is predicted around 1,164,000 people x 150 liter/day = 174,600,000 liter/day.

Using Water Balance to Analyze Water Availability for Communities ( A Case Study in Some Areas of Bengawan Solo Watershed) Anna, Alif Noor; Priyono, Kuswaji Dwi; Suharjo, Suharjo; Priyana, Yuli
Forum Geografi Vol 30, No 2 (2016): December 2016
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/forgeo.v30i2.2550

This study aimed: (a) to determine the general water balance at the Upstream and Midstream of Bengawan Solo Watershed by using Thornthwaite-Mather model, and (b) to determine the fulfillment of domestic water demand in the Upstream and Midstream of Bengawan Solo Watershed. Prevailing climate change has affected the condition of water source in Upstream and Midstream of Bengawan Solo Watershed. One of the impacts was extreme fluctuation of meteorological water availability that might cause flood and drought. Survey was selected as the research method while descriptive quantitative method was used for data analysis. The findings indicated the difference between precipitation and corrected evapotranspiration (P-EP) at the Upstream and Midstream of Bengawan Solo Watershed was between (-11.19 mm) to (78.56 mm). The highest value was obtained by Bambang Sub-watershed and the lowest was Wiroko Temon Sub-watershed. Positive value indicated the water surplus while negative value indicated water deficit. Domestic water demand for local communities was in the range of 50,782,500 liters to 131,690,700 liters, and the level of water availability varied, namely fulfilled and unfulfilled.Â

PEMANFAATAN AIR SUNGAI BAWAH TANAH GUA SURUH UNTUK MASYARAKAT DESA PUCUNG, EROMOKO, WONOGIRI Sigit, Agus Anggoro; Priyono, Kuswaji Dwi; Priyana, Yuli
WARTA WARTA Volume 18, Nomor 1, Maret 2015
Publisher : Universitas Muhammadiyah Surakarta

The village has a population Eromoko Pucung in District 444 families (2,354 people) which includes 7 hamlet, in the dry season is always a shortage of clean water for daily use. At the peak of the dry season are forced to buy water being sold privately at a price of Rp200,000 / car tank (volume 4 m³) for the use of approximately 20 days. In order to overcome the problems of water needs, the Pucung Village Government took the initiative to manage groundwater resources that exist in the Suruh Cave. Removal activities river water underground community empowerment aimed at utilization of underground water in the Cave Have to solving the problem ofwater supply daily needs of society in Pucung Village, District Eromoko, Wonogiri. The success of water removal program is expected to reduce the price of 1 m³ water needs of the original with a maximum price of Rp 50,000 to Rp 5,000 only.

PEMBUATAN JALUR EVAKUASI ALTERNATIF BERDASARKAN MODEL SIMULASI BANJIR LUAPAN SUNGAI BENGAWAN SOLO DI KOTA SURAKARTA MENGGUNAKAN SISTEM INFORMASI GEOGRAFIS (SIG) Yuli Priyana; Priyono -; Alif Noor Anna; Agus Anggoro Sigit; Rudiyanto -
PROSIDING SEMINAR NASIONAL & INTERNASIONAL 2015: Prosiding Bidang MIPA dan Kesehatan The 2nd University Research Colloquium
Publisher : Universitas Muhammadiyah Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2104.52 KB)

The aim of this research is to create a disaster evacuation paths based on the results of flood modeling. The method used in this research is least cost path. The results obtained from this study were (a) the impact of a simulation model to land use is the buildings area 885,36 m2, water area 10.621,97 m2, vacant land with rare vegetation area 68.916,64 m2, vacant land with vegetation area 78.925,16 m2, and settlement area 137.251,78 m2, and (b) evacuation paths produced by the method of least cost path is two lanes in Kampung Sewu and 2 lanes in the village of Jebres. The least cost path choose lane from the first starting point in intersection of three road of Beton and go accros Gotong Royong road to evacuation point in Jami’Mosque. Both of the starting point in the Bengawan Solo river embankment can to the evacuation point Sawunggaling Mosque. Jebres evacuation route in the village there are two lines of evacuation. The first lane evacuation from the starting point in intersection three road of Kentingan to the front Psychiatric Hospital Surakarta, and then to the front office Psychotherapy Center Surakarta North toward straight up in Al-Fath Mosque. Both are alternative evacuation route from the starting point in a four-way intersection in the middle of densely populated settlements can pass the road to the west to get stuck, then straight over the bridge, past the front of the Student Dormitory UNS, then to the evacuation site Al-Fath Mosque.Keywords: simulation model, evacuation route, GIS

PEMANFAATAN AIR SUNGAI BAWAH TANAH GUA SURUH UNTUK MASYARAKAT DESA PUCUNG, EROMOKO, WONOGIRI Agus Anggoro Sigit; Kuswaji Dwi Priyono; Yuli Priyana
WARTA LPM WARTA Volume 18, Nomor 1, Maret 2015
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/warta.v18i1.1162

The village has a population Eromoko Pucung in District 444 families (2,354 people) which includes 7 hamlet, in the dry season is always a shortage of clean water for daily use. At the peak of the dry season are forced to buy water being sold privately at a price of Rp200,000 / car tank (volume 4 m³) for the use of approximately 20 days. In order to overcome the problems of water needs, the Pucung Village Government took the initiative to manage groundwater resources that exist in the Suruh Cave. Removal activities river water underground community empowerment aimed at utilization of underground water in the Cave Have to solving the problem ofwater supply daily needs of society in Pucung Village, District Eromoko, Wonogiri. The success of water removal program is expected to reduce the price of 1 m³ water needs of the original with a maximum price of Rp 50,000 to Rp 5,000 only.

The Use of Springs by PDAM for Regional Water Supply in Ungaran, Semarang District Yuli Priyana; Agus Anggoro Sigit
Forum Geografi Vol 16, No 2 (2002)
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/forgeo.v16i2.610

The study was carried out in Ungaran. The goals of this study are to know and to evaluate the potential spring to add drinking water of Ungaran population. This study uses observation and secondary data analysis. The collected data are meteorology data, the water production of Municipal waterworks, the quality and the quantity of springs, the number of population and the customers. The result of the study shows that there are eight springs with the total debit 157 liter/ second or 6739 m3/ day. The Municipal Waterworks uses 65 liter/ second or 5616 m3/ day with the leaking rate 7% or 5222,88 m3/ day and the rest is used for irrigation. The quality of spring is qualified for drinking water requirement. The need of drinking water for per capita of the population is 136.7 liter/ capita/ day. In 2003 the prediction of the number of consumers is about 20.745 persons, so the total need of drinking water is predicted about 2835.8 m3/ day. The total need of drinking water added with the leak water is 3032.36 m3/ day. The Municipal Waterworks fulfils the need of drinking water for the population especially for the consumers of Municipal Waterworks. However, if the number of customers is accounted based on the number of the population in the pipe sope (+ 48246 persons), the Municipal Waterworks will not fulfil the need of drinking water for population, therefore it needs to add volume production of drinking water.

Masalah Sumber Daya Air Sungai di Pulau Jawa Yuli Priyana
Forum Geografi Vol 8, No 2 (1994): December 1994
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/forgeo.v8i2.4821

Permasalah sumber daya air selama ini tidak hanya semakin meningkatnya jumlah air yang dikonsumsikan untuk air minum, pertanian dan industri, namun sudah masuk mengenai masalah pencemaran dan kerusakan sumber air. Tulisan ini membahas tentang sumber daya air permukaan khususnya sungai. Sungai di Indonesia selama ini banyak dimanfaatkan oleh masyarakat di sekitarnya sebagai sumber air domestik, industri, pertanian, maupun tempat pemhuangan limbah, baik limbah padat maupun cair. Tindakan masyarakat dalam memanfaatkan sumber daya air yang tidak memperhatikan keseimbangan lingkungan tersehut akan merusak hubungan antara komponen ekosistem yang akhirnya akan merusak lingkungan itu sendiri. Kerusakan lingkungan pada suatu sistem Daerah Aliran Sungai (DAS) akan berakibat pada penurunan sumber daya air sungai. Untuk itu perlu sekali diupayakan perbaikan terhadap kerusakan sumber daya air yang terpadu pada sistem DAS, mulai dari hulu sampai hilir sungai.

Potensi Air Tanah pasca Gempa Tektonik di Lereng Merapi Daerah Klaten Jawa Tengah S Suharjo; Alif Noor Anna; Retno Woro Kaeksi; Yuli Priyana
Forum Geografi Vol 22, No 2 (2008): December 2008
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/forgeo.v22i2.4993

The purpose of this research is to analyze the potency of land water in the post tectonic earchquake at Merapi slope in Klaten regency, Central Java. This research applies a survey method. The result of analysis is made based on the trilinier diagram, Stiff pattern, and the quality standard of drinking water. The collected data are in the form of land form, shallow land water data, suppressed land water, and well or spring. The results of the sesearch show that 1) the land form in Klaten is divided into four sets of landform, they are peak and slope of volcano, feet of volcano, fluvial palin under volcano, and a set of structural morphology. 2) The potency of land water can be tested based on the amount of land water and the quality of land water. The amount of land water in Klaten regency 260,502,274 m3/year or 727,618,722 liter/day. The amount of land water above is taken from free land water 73,301,436 m3/year, suppressed land water 34,138,520 m3/year, and land water taken from well or spring 153,062,784 m3/year. The quality of shallow land water in Klaten regency is proper to consume. 3) The distribution of upland water potency happens in the feet volcano land form, the potency of medium land water happens in the superficial of fluvial under volcano land form, and the potency of lowland water happens in the slope volcano land form and in the structural range of hills at Bayat subdistrict, 4) The tectonic earthquake gives serious effect toward morphological changes, land split, land subsident and the potency of land water in the fluvial plain of land form under volcano and structural range of hills in the area of Bayat subdistrict, and 5) In 2008, the needs of drinking water in Klaten regency is predicted around 1,164,000 people x 150 liter/day = 174,600,000 liter/day.

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