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Journal : MEDIA KOMUNIKASI TEKNIK SIPIL

Ketersediaan Debit Air untuk Irigasi Pedesaan di Sungai Cipeles Jawa Barat Supadi, Supadi
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 15, Nomor 3,OKTOBER 2007
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (182.023 KB) | DOI: 10.14710/mkts.v15i3.2129

Abstract

Indonesian’s gorvernment has make regulation No.7, 2004, about water resources engineering. It also content in Principle Ordinance of Indonesia 1945 in chapter XIV, and in section 33 which says that the land, the water and the rich of Indonesian’s nature is having by the government and used to as much as the civilian prosperity.Some initiatives has made by the government to increase the number of food production. They are consist of two ways, intensification and extensification methods which are suported by technical, semi technical, and simple technical irrigation system. Because of the Growth of Indonesian’s population, the demand of rice as main food is increase.Water demand research for village irrigation is needed to increase the production of rice. To estimate the demand of water, it is a must to have investigation first. The investigation is used to investigate some datas, they are the dimension of river chanall, the speed of water and the discharge of river. There are two method to looking for them. First method is using the floating object and then the second one is using Current Meter. Using Floating Object is suitable to looking for the datas in a village irrigation system, but it is a must to use another equipment as equal equipment. Keywords : Water Demand, Village  Irrigation
Kajian Perkumpulan Petani Pemakai Air (P3A) Pasca Reformasi di Provinsi Jawa Tengah Supadi, Supadi
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 1, PEBRUARI 2008
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (142.13 KB) | DOI: 10.14710/mkts.v16i1.2178

Abstract

Irrigation Area in Central Java Provincy is managed by two element. They are government and P3A (Perkumpulan Petani Pemakai Air ) Dharma Tirta. Government has responsibility to manage the primary and secondery Irrigation net, and P3A has responsibility to manage the tertiary Irrigation net. To know the ability of P3A to manage the teriary Irrigation net, government has a method, it has standart grade for P3A in Central Java. Every years, the government of Central Java evaluate the progress of each grade of P3A. with the grade, Government classify P3A into 3 group, they are undeveloped, now being developed, and   developing P3A. Most of P3A in Central Java in the end of 2000 are developing, the second big number are now being developed and the third one are undeveloped.Keywords: P3A, Ability, ClassifyPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/2178[How to cite: Supadi (2008), Kajian Perkumpulan Petani Pemakai Air (P3A) Pasca Reformasi di Provinsi Jawa Tengah, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, No. 1, pp. 99-104]
Model Pengelolaan Irigasi Memperhatikan Kearifan Lokal Supadi, Supadi
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 3, OKTOBER 2008
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (235.388 KB) | DOI: 10.14710/mkts.v16i3.2276

Abstract

Irrigation Management which across through provinces, regencies, and located in one regency of the Irrigation Area (DI) had different level of difficulty,  in spite of technical problems, it is also influenced by  factors of society behavioral. Then, irrigation management based on the technical and behavioral of the society to its local wisdom that sourced from the local cultural innovation was interested to be analyzed. The local wisdom potency which was based on its own autonomy and independence will be beneficial optimally and directed positively in many kinds of forms and efforts to overcome problems related to effectiveness and efficiency of irrigation system management. The location of the research was determined randomly from 12 provinces which consist of 37 regencies in Java and outside of Java. The aims of this research were identifying irrigation regulation, the service water irrigation, the physical condition of irrigation network, implementation of Governmental Regulation, analysis between manifest variable correlation with construct variable and  construct variable with others construct  variable, interpretation of test hypothesis for each of latent variable, the influence analysis to the used of  water in  irrigation, and formulation of policy in irrigation  management. Thus, the development of model to manage irrigation based on local wisdom using variable of technical and social aspect were interested to be analyzed. Keywords: Irrigation Management, Irrigation Area, local wisdom, scenarioPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/2276[How to cite: Supadi (2008), Model Pengelolaan Irigasi Memperhatikan Kearifan Lokal, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, Nomor 3, pp. 269-278]
Pengkajian Penanganan Pemberian Air Irigasi di Petak Terisolir Ujung Saluran Irigasi pada Musim Kemarau Supadi, Supadi
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 1, PEBRUARI 2009
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (215.392 KB) | DOI: 10.14710/mkts.v17i1.3418

Abstract

Indonesia has two seasons namely rainy season and dry season. When dry season comes, farmers got the hardest hit by the limited amount of water, to where it becomes very valuable. There are two ways to solve the deficit of water during dry season. The first way is to carry out an appropriate water management, and the second one is to initiate the efficient use of water. There are other problem involving water irrigation distribution in areas that comprise several regencies, especially in down stream areas where shortage of supply of irrigation water happens. Thus, it is imperative to manage water resources and water irrigation distribution system. For example, farmer community has to hold a meeting to set a plan of water distribution. Distribution of irrigation water can be accurately determined using coefficient value of K. When K value is less than 0,50, distribution of irrigation water should be implemented using on-off (intermittent) system.Keywords: Dry season, Civilian, Farmers, Water managementPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3418[How to cite: Supadi (2009). Pengkajian Penanganan Pemberian Air Irigasi di Petak Terisolir Ujung Saluran Irigasi pada Musim Kemarau, Jurnal Media Komunikasi Teknik Sipil, 17 (1): 1-8]
Model Regresi Rating Curve Stasiun Awlr Jurug antara Tinggi Muka Air dan Debit pada Sungai Bengawan Solo Supadi, Supadi
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 14, Nomor 2, Edisi XXXV, JUNI 2006
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (323.469 KB) | DOI: 10.14710/mkts.v14i2.2094

Abstract

River of Bengawan Solo have been attached instrument of water discharge appliance which it’s location in downstream of Colo Weir precisely at ± 200 m upstream of Jurug bridge and the  AWRL Post was located most pate of upstream and founded in 1969 and also represent permanent building called AWLR (Automatic Water Level Recorder), so that shall have known the result of discharge curve which have been made from  year to year. The Making of Rating curve in Post of Jurug at Bengawan Solo river represent model of rating curve discharge Result of a measurement between water level surface and discharge are highly varied since 1977 - 2000 (34 datas) and the result cause by change of river cross section influenced by agradation and degradation of river bed. So need to analyse of rating curve study in Jurug post before and after the construction  of Wonogiri Dam. Discharge curve varied to be need observe and measurement in the long time and continuous measurement data from year to year and also performed a measurement charge by continuous and get result of discharge which different each other. The Rating Curve usefulness are obvious that is to know discharge of stream passing at the location from existence of change time to time.Permalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/2094[How to cite: Supadi, 2006, Model Regresi Rating Curve Stasiun Awlr Jurug antara Tinggi Muka Air dan Debit  pada Sungai Bengawan Solo, Jurnal Media Komunikasi Teknik Sipil, Volume 14, Nomor 2, pp. 179-188]