scholarly journals EVALUASI KINERJA JARINGAN IRIGASI DAERAH IRIGASI BARO KANAN KABUPATEN PIDIE

2020 ◽  
Vol 3 (1) ◽  
pp. 395-401
Author(s):  
Husaini Husaini ◽  
Eldiana Fatimah ◽  
Masimin Masimin
Keyword(s):  
Public Housing ◽  
Network Performance ◽  
Agricultural Land ◽  
Water Discharge ◽  
Water Source ◽  
Public Works ◽  
Irrigation Network ◽  
Irrigation Area ◽  
Institutional Condition ◽  
Physical Infrastructure

Baro KananIrrigation Area is one of the irrigation areaswich is focused on increasing the productivity food crop in Pidie District. The irrigation area whose construction was completed in this 1997 serves to irrigate of agricultural land of 8,920 ha with the Krueng Baro river water source. At the last few years the Baro KananIrrigation Area experience limitations in the availability of water. The current problems on the Baro Kanan Irrigation Area is the reduced irrigation water discharge get to agricultural land. Performance evaluation of irrigation network is intended to get an overview the current conditions.The purpose of the study: 1) Knowing the discharge of water availability and the discharge of water requirements each month in reviewed of the factor K (water balance); 2) Knowing the condition of the irrigation network on the BaroKananirrigation systems; 3) Assessment irrigation network performance based on the Regulation of the Minister of Public Works and Public Housing Numbers 12/PRT/M/2015. The research method in the form of a survey and documentation for the assessment of irrigation systemincludes physical infrastructure, croping productivity, OP supporting facilities, OP implementing personnel organizations, documentation,and institutional condition P3A. From the results of the study obtained the level of water adequacy (factor K) on the Baro Kanan irrigation network of 67%, the condition of the physical infrastructure of 73,7%, croping productivity of 69,8%, OP supporting facilities of 88,4%, OP implementing personnel organizations 79,7%, documentation 62,8%, and institutional conditions P3A 12%. Based on the performance assessment referring to the Minister of Public Works and Public Housing Regulation Number 12/PRT/M/2015 concerning Exploitation and Maintenance of Irrigation Networks, obtained the performance of the Baro Kanan irrigation network in the catagory performance of less and need attention with a performance percentage of 67,62%.

scholarly journals PERENCANAAN REHABILITASI SALURAN INDUK DAERAH IRIGASI CIBINUANGEUN DI KABUPATEN LEBAK PROVINSI BANTEN

2021 ◽  
Vol 3 (1) ◽  
pp. 1-6
Author(s):  
Restu Candra ◽  
Rino Dwi Sadi ◽  
Ma'ulfi Kharis Abadi
Keyword(s):  
Agricultural Land ◽  
Water Source ◽  
Main Channel ◽  
Public Works ◽  
Water Drainage ◽  
Irrigation Planning ◽  
Irrigation Area ◽  
Directorate General ◽  
Main Canal ◽  
The Cost

Irrigation is an effort to provide and regulate water for agricultural land. The main objective of this study is to plan the rehabilitation of the main channel of Cibinuangeun irrigation area, Lebak Regency, Banten Province. The main channel serves to carry water from the main network to the secondary channel and tertiary plot. The material can be made of masonry, concrete or masonry and concrete. The Cibinuangeun main channel relies on a water source from the Cibinuangeun river through the Cibinuangeun weir building. The Cibinuangeun Irrigation Area has a functional area 2570 ha. The condition of the Cibinuangeun main canal currently has a lot of damage, which results in water drainage being not optimal so it is necessary to plan for rehabilitation by directly examining the condition of the canals at the location to determine the volume of damage and calculate the cost of rehabilitation on the channel. The research method used is the Irrigation Planning Criteria issued by the Ministry of Public Works, Directorate General of Water Resources as the basis for standard irrigation planning. The results showed that the trapezoidal trunk channel and the current available flow rate were not in accordance with the initial planning of the Cibinuangeun main channel construction, due to sedimentation and damage to the walls and floor of the leaking channel. The level of damage to the main line reached 47,37% of a total trunk length of 950 meters. The planned cost required for the rehabilitation of the Cibinuangeun main channel is four hundred seventy million four hundred thousand rupiah.

scholarly journals KAJIAN KINERJA SISTEM IRIGASI DI DAERAH IRIGASI PANDRAH KABUPATEN BIREUEN

2020 ◽  
Vol 3 (2) ◽  
pp. 158-165
Author(s):  
Winardi Winardi ◽  
Azmeri Azmeri ◽  
Masimin Masimin
Keyword(s):  
Performance Appraisal ◽  
Performance Index ◽  
Irrigation System ◽  
Irrigation Management ◽  
Water Source ◽  
Operation Technique ◽  
Irrigation Network ◽  
Irrigation Area ◽  
Rapid Appraisal ◽  
Method Approach

The Pandrah Irrigation Area is a technical irrigation network whose water source comes from the Krueng Pandrah river. Pandrah Weir was built in 1987 located in Samagadeng Village, Pandrah District, Bireuen Regency. It has an area of 1,203 hectares of irrigated rice fields. In its development, the damage that occurs in the Pandrah irrigation area also cannot be ignored. It is necessary to review it by assessing the performance of the irrigation system. The purpose of this study was to determine the performance index of the Pandrah irrigation system using the MASSCOTE (Mapping System and Service for Canal Operation Technique) method approach. The assessment of the performance index of the Pandrah irrigation system using the MASSCOTE method approach is carried out by evaluating the Rapid Appraisal Procedure (RAP) on four main indicators, namely service indicators, indicators for Farmers Using Water (P3A), indicators for the operator's Human Resources (HR). In the evaluation of the RAP, it is the value of observations of the respondents of OP officers and P3A farmers who are presented in a questionnaire to cross-assess each respondent in irrigation management. The results of the research on the performance appraisal of the Pandrah irrigation system based on the MASSCOTE method with RAP evaluation showed that the performance index of the absolute value (Level of Service) was 3.05. Hence, the performance index of the Pandrah irrigation system in the existing conditions was in the Good classification. This index and classification value shows the value of irrigation operations in fulfilling services from irrigation management carried out by operators / OP officers and felt by irrigation service beneficiaries, namely P3A farmers.

scholarly journals Application of Asset Management in the Management of Irrigation Areas in the Salaman Technical Implementation Unit

2021 ◽  
Vol 1 (1) ◽  
pp. 25-34
Author(s):  
Doan Juniarda
Keyword(s):  
Performance Appraisal ◽  
Asset Management ◽  
Agricultural Sector ◽  
Condition Index ◽  
Irrigation Network ◽  
Irrigation Area ◽  
Physical Infrastructure ◽  
Technical Instructions ◽  
The Government ◽  
Index Value

One of the main factors for supporting development in the agricultural sector is the irrigation infrastructure management. Infrastructure is essential because it is a basic prerequisite for development and growth and requires very large costs. Therefore, the infrastructure must be managed properly according to Asset Management principles. This study aims to implement asset management in the management of Irrigation Area in the Salaman Technical Implementation Unit (UPT). The irrigation assets in question are the physical infrastructure of irrigation networks. This study requires an inventory of data on irrigation network which is used as input in analyzing the performance appraisal of irrigation assets. The assessment of the Irrigation Area Performance index is carried out through the weighting of each component according to the technical instructions set by the government. While the evaluation is carried out by determining priorities and types of handling irrigation areas through ranking and classification of aset condition index value. The evaluation show that 3 (three) Irrigation Areas get a condition index value of ≤ 60 (poor). The three irrigation areas are MA Depok, DI Pakem I, and MA Mudal. MA Depok is an irrigation area that is the first priority for treatment in the form of rehabilitation.

scholarly journals Peramalan Kebutuhan Air Untuk Penyiapan Lahan Menggunakan Metode Siklis (Studi Kasus Daerah Irigasi Bendungan Batu Bulan Kec.Moyo Hulu)

2019 ◽  
Vol 5 (01) ◽  
pp. 25-34
Author(s):  
Koko Hermanto ◽  
Silvia Firda Utami
Keyword(s):  
Soil Texture ◽  
Irrigation Water ◽  
Agricultural Land ◽  
Water Discharge ◽  
Water Requirements ◽  
Irrigation Systems ◽  
Irrigation Area ◽  
Land Preparation ◽  
High Level ◽  
Irrigation Agriculture

Abstract. The area of agriculture in the Moyo Hulu sub-district of Sumbawa Regency is 6000 hectares with irrigation water sources from Batu Bulan Dam, which is the largest dam in Sumbawa Regency with an area of 932 hectares. Considering that Sumbawa Regency is one of the regions with a high level of drought, information on irrigation water requirements for land preparation needs to be known because it can optimize the allocation of the use of dam water discharge. And one of the important stages needed in the planning and management of irrigation systems. Based on this, the aim of this study is to forecast water requirements for land preparation in the irrigation area of Batu Bulan Dam by using cyclical methods because the data patterns are cyclical or seasonal. The factors that influence water requirements for preparing agricultural land are topography, hydrology, climatology and soil texture. From these factors, the data is then analysed so that the volume of water preparation needs to be obtained every month so that the results of the analysis can be predicted for the next period. Keyword: Forecasting, Cyclic methods, water requirements for land preparation, irrigation, agriculture.   Abstrak. Luas area pertanian di kecamatan Moyo Hulu Kabupaten Sumbawa sebesar 6000 hektar dengan sumber air irigasi dari Bendungan Batu Bulan yang merupakan bendungan terbesar di Kabupaten Sumbawa dengan luas 932 hektar. Mengingat Kabupaten Sumbawa salah satu wilayah dengan tingkat kekeringan yang cukup tinggi maka Informasi kebutuhan air irigasi untuk penyiapan lahan perlu diketahui karena dapat mengoptimalkan pengalokasian pengunaan debit air bendungan. Serta salah satu tahap penting yang diperlukan dalam perencanaan dan pengelolaan sistem irigasi. Berdasarkan hal tersebut tujuan dari penelitian ini adalah meramalkan kebutuhan air untuk penyiapan lahan di daerah irigasi Bendungan Batu Bulan dengan menngunakan metode siklis karena pola datanya bersifat siklis atau musiman. Adapun faktor-faktor yang mempengaruhi kebutuhan air untuk penyiapan lahan pertanian adalah topografi, hidrologi, klimatologi dan tekstur tanah. Dari data-data faktor tersebut selanjutnya dianalisa sehingga diperoleh volume kebutuhan air penyiapan lahan setiap bulannya sehingga dari hasil analisa tersebut dapat diramalkan untuk periode berikutnya. Keyword: Peramalan, metode Siklis,Kebutuhan air penyiapan lahan, irigasi, pertanian.      

scholarly journals Perencanaan Perhitungan AKNOP Pada Daerah Irigasi Mrican Sebagai Upaya Peningkatan Kinerja Irigasi

CANTILEVER ◽  
2021 ◽  
Vol 10 (1) ◽  
pp. 11-17
Author(s):  
Erna Tri Asmorowati ◽  
Diah Sarasanty
Keyword(s):  
Agricultural Land ◽  
Surface Irrigation ◽  
Irrigation Network ◽  
The Sustainable Development ◽  
Irrigation Area ◽  
Operation Costs ◽  
Optimization Calculation ◽  
Development Goals ◽  
Operational Activities ◽  
Irrigation Infrastructure

Food security is one of the targets of the Sustainable Development Goals that must be achieved by 2030. One of the problems faced in achieving this target is the decrease in the function of irrigation infrastructure by ± 70%, resulting in the reduced water supply to agricultural land. The purpose of this research is to recalculate the operational and maintenance needs of the Mrican Irrigation Area by the applicable regulations and the current conditions of the study area for the needs of the 2021 budget year.The research was conducted in the Mrican Irrigation Area with an area of ​​30,341 ha located in 3 districts, namely Kediri, Nganjuk and, Jombang. The result of optimization calculation of personnel for operational activities and maintenance of irrigation networks in the Mrican Irrigation Area is 577 people. The length of the carrier line is 366 km and the drainage is 248 km long. The number of waterworks as many as 966 units. The results of calculations and analyzes that have been carried out, it is found that the amount of the Operational and Maintenance Real Needs of Mrican Irrigation Area for the irrigation operational management component is Rp. 6,329,767,232, the component of surface irrigation operation costs Rp. 31,490,208,724, and the maintenance component of the surface irrigation network is Rp. 22,685,844,371. The total cost of the Operational and Maintenance Real Needs of Mrican Irrigation Area is Rp. 60,505,820,327.

scholarly journals PENGEMBANGAN LAHAN SAWAH (Sawah Bukaan Baru) DAN KENDALA PENGELOLAANNYA DALAM PENCAPAIAN TARGET SURPLUS 10 JUTA TON BERAS TAHUN 2014

2017 ◽  
Vol 10 (2) ◽  
pp. 257
Author(s):  
Chairul Muslim
Keyword(s):  
Food Security ◽  
Food Industry ◽  
Agricultural Land ◽  
Public Works ◽  
Paddy Fields ◽  
Director General ◽  
Land Resources ◽  
Dry Land ◽  
Irrigation Network ◽  
National Food Security

Food  is  a  strategic  commodity,  and  food  availability  absolute  priority because it can create food security and national stability. The purpose of the Director General of Food Crops is to maintain the availability of food. For 2014 the target is 10 million tons of Ministry of Agriculture surplus. In order to achieve this program certainly  accompanied  by  inter-ministerial  coordination,  one  with  the  ministry  of Public Works, in order to improve the irrigation network. The purpose of this paper is to discuss the development of new wetland openings, and is limited to aspects of the development  potential  of  land  for  opening  new  fields,  as  well  as  various  technical constraints management opening new fields of socio-economic aspects. Period (1992-2002) wetland conversion to nonagricultural reached 110,000 ha per year. And in the time span 2007-2010, in Java, the average conversion rate of 200,000 ha per year in the form of land irrigated technical, nontechnical and dry land. New paddy fields is one form of change of use of land resources is not agricultural land into agricultural land. And targets are achieved during the period 2010  -  2014 is 2 million hectares. While the Ministry of Agriculture to plan targets new paddy fields in 2012 covering an area of 100,000 hectares (ha) outside Java. To realize the program tersbut still many obstacles that must be resolved, one of the obstacles which spatial and spatial policy in  Indonesia  has  not  had  a  consistent  policy,  and  tend  to  overlap  (vertically  or horizontally).  To  overcome  this  problem  one  solution  is  the  collaboration  of  all stakeholders,  including  government,  private  sector,  researchers,  farmers,  and  food industry players in strengthening national food security.

scholarly journals PARTISIPASI STAKEHOLDERS DALAM OPERASI DAN PEMELIHARAAN JARINGAN IRIGASI PADA DAERAH IRIGASI UNDA DI KABUPATEN KLUNGKUNG

2015 ◽  
Author(s):  
I Made Ari Wahyudhi ◽  
I N. Norken ◽  
I Ketut Suputra
Keyword(s):  
Agricultural Land ◽  
Irrigation System ◽  
Stakeholder Participation ◽  
Irrigation Network ◽  
Irrigation Area ◽  
The Public ◽  
Operation And Maintenance ◽  
Irrigation Networks ◽  
Government Sector ◽  
The Government

Although it has a large amount water resources but the agricultural land of Unda Irrigation Area still has water crisis. Many potential water of  Unda river waste into the sea that indicate the management of irrigation network is still less. The lack participation of stakeholders from the government and the public in this case Irrigation Area of Unda river seen from the number of the irrigation channels damage and existing buildings. The approach used in this research is explorative and descriptive approach. The collecting Data obtained by questionnaires and in-depth interviews with stakeholders were selected using purposive sampling method. Data were analyzed with descriptive qualitative Likert scale used to measure attitudes, opinions and perceptions of stakeholders in the securement and maintenance. The test results show the value of the adjusted R Square is 0.747. This mean that stakeholders have 74.7% effects, while 25.3% is influenced by other factors. Which is government contributes most, followed by Subak / P3A. It caused by the influence of the test simultaneously or partial value of Fcount > Ftable, so it can be concluded participation of stakeholders have a significant influence on this operation and maintenance of irrigation system in Unda Irrigation area in Klungkung district either simultaneously or partially. This means increased participation of stakeholders simultaneously and partially will improve the operation and maintenance of irrigation networks. From this research can be given some suggestions. In order for the participation of stakeholders can be improved, the other stakeholders instead of government sector and Subak / P3A which is not included in the study need to observe. To increase the participation of Subak / P3A in the operation and maintenance of irrigation networks needs to be disseminated about the importance of stakeholder participation by the government so that the participation of Subak / P3A can be maximized.

scholarly journals Analisis Kebutuhan Air Irigasi Pada Jaringan Sekunder Di Kota Palopo

2020 ◽  
Vol 5 (2) ◽  
pp. 82
Author(s):  
Kartini Sari ◽  
Budiawan Sulaeman
Keyword(s):  
Water Discharge ◽  
Public Works ◽  
Accurate Data ◽  
Secondary Channel ◽  
Irrigation Planning ◽  
Irrigation Network ◽  
Secondary Network ◽  
Directorate General ◽  
The Right ◽  
Irrigation Volume

Tujuan khusus penelitian ini untuk menganalisis banyaknya debit air dan efesiensi kebutuhan air pada jaringan irigasi sekunder di Kelurahan Mawa Kecamatan Sendana Kota Palopo. Urgensi penelitian ini, untuk mengetahui efisiensi irigasi dalam melakukan pengukuran dan pengaturan yang tepat sasaran, volume irigasi untuk memenuhi kebutuhan pertumbuhan tanaman. Metode yang digunakan dalam pengukuran debit adalah metode pelampung (apung) dengan Cara mengambil beberapa titik koordinat geografis irigasi untuk pengambilan data, sehingga memberikan data yang akurat dalam pengembangan irigasi di Kelurahan Mawa Kecamatan Sendana kedepan.Hasil penelitian; (1). Jumlah air yang masuk di saluran sekunder hulu sebesar 0.3580 m3/det., dan tiba di titik akhir penelitian sangat kurang yaitu sebesar 0.0985m3/det, dan jika dihitung secara keseluruhan dapat diketahui total jumlah debit airyang masuk pada jaringan irigasi sekunder Mawa yaitu 2,29170436 m3/det. atau setara dengan 2.291.704,36 liter/ha. (2). Efesiensi penggunaan air irigasi jaringan sekunder Mawa sebesar 36%, dan kehilangan air disepanjang saluransebesar 64 %, hal ini menandakan bahwa saluran sekunder Mawa masih belum mencapai standar efesiensi yang diharuskan oleh direktorat jendral pengairan, departemen pekerjaan umum yang dipersyaratkan dalam standar perencanaan irigasi KP-01.The specific purpose of this research is to analyze the amount of water discharge and the efficiency of water needs in secondary irrigation networks in Mawa Village, Sendana District, Palopo City. The urgency of this research is to determine the efficiency of irrigation in measuring and setting the right target of irrigation volume to meet the needs of plant growth. The method used in measuring discharge is the buoy method by taking several geographic coordinates of irrigation as data collection, so as to provide accurate data in the development of irrigation in Mawa Village, Sendana District in the future. The results: (1) The amount of water that enters the upstream secondary channel is 0.3580 m3/s and arrives at the endpoint of the study with a very low amount of water, namely 0.0985 m3/s, and if it is calculated as a whole it can be seen the total amount of water discharge. which is included in the Mawa secondary irrigation network, namely 2.29170436 m3/s or equivalent to 2,291,704.36 liters/ha. (2) The efficiency of the use of Mawa's secondary network irrigation water is 36%, and the water loss along the canal is 64%, this indicates that the Mawa secondary channel still has not reached the efficiency standard required by the Directorate General of Irrigation, under the Ministry of Public Works which is required in irrigation planning standards KP-01

scholarly journals Application of Asset Management in the Management of Irrigation Areas in the Salaman Technical Implementation Unit

2021 ◽  
Vol 1 (1) ◽  
pp. 25-34
Author(s):  
Doan Juniarda
Keyword(s):  
Performance Appraisal ◽  
Asset Management ◽  
Agricultural Sector ◽  
Condition Index ◽  
Irrigation Network ◽  
Irrigation Area ◽  
Physical Infrastructure ◽  
Technical Instructions ◽  
The Government ◽  
Index Value

One of the main factors for supportingdevelopment in the agricultural sector is the irrigation infrastructure management. Infrastructure is essential because it is a basicprerequisite for development and growthandrequires very large costs. Therefore, the infrastructure must be managed properly according to Asset Management principles. This study aims to implement asset management in the management of Irrigation Area in the Salaman Technical Implementation Unit(UPT). The irrigation assets in question are the physical infrastructure of irrigation networks. This study requires an inventory of data on irrigation network which is used as input in analyzing the performance appraisal of irrigation assets. The assessment of the Irrigation Area Performance index is carried out through the weighting of each component according to the technical instructions set by the government. While the evaluation is carried out by determining priorities and types of handling irrigation areas through ranking and classification of aset condition index value. The evaluation show that 3 (three) Irrigation Areas get a condition index value of ≤60 (poor). The three irrigation areas are MA Depok, DI Pakem I, and MA Mudal. MA Depok is an irrigation area that is the first priority for treatment in the form of rehabilitation.

scholarly journals Compilation of Spatial Models in Improving the Performance of Maintenance of Irrigation Area Networks in Purwodadi and Brati Districts, Grobogan

2021 ◽  
Vol 4 (1) ◽  
pp. 35
Author(s):  
Soedarsono S ◽  
Selvia Agustina
Keyword(s):  
Information System ◽  
Spatial Models ◽  
Public Works ◽  
Geographical Information ◽  
Area Network ◽  
Raw Water ◽  
Inventory Data ◽  
Irrigation Network ◽  
Gis Application ◽  
Irrigation Area

The Grobogan Regency Government, apart from constructing and maintaining weir buildings and dams that function to divide irrigation water, also continues to strive in developing the Secondary Irrigation Area Network. However, until now the handling of the construction and maintenance of the Irrigation Network carried out by the Department of Public Works and Spatial Planning of Grobogan Regency has not been able to be carried out optimally because there are several obstacles faced, including limited geographic / spatial-based data and information that is accurate as a tool for know the location of the Irrigation Network infrastructure and the supporting buildings for the Irrigation Network. The purpose of this research is to implement a Geographical Information System (GIS) application using the ArcGis program, to compile an information system in the form of a data base for the Irrigation Area network and to determine the priority for the maintenance of the Irrigation Area network using the following parameters: how much area is the Irrigation Area network irrigated, how long is the irrigation area canal damage and how much it costs to maintain the irrigation network The inventory data of the irrigation area network is obtained from the Irrigation and Raw Water sector of the PUPR Service of Grobogan Regency, this data is in the form of existing irrigation area network data, As-built Drawing images from the implementation results and photos of the location of the irrigation area network.

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