The document discusses participatory irrigation management lessons learned from projects in Indonesia. It summarizes that projects in eastern Indonesia improved irrigation systems and management, increasing yields and incomes. Water user associations were formed and successfully took over management. The System of Rice Intensification technique was introduced, reducing water and inputs while increasing yields by 50-100%. Its use is expanding rapidly in project areas.
Reservoir Planning: Introduction; Investigations for reservoir planning; Selection of site for a reservoir; Zones of storage in a reservoir; Storage capacity and yield; Mass inflow curve and demand curve; Calculation of reservoir capacity for a specified yield from the mass inflow curve; Determination of safe yield from a reservoir of a given capacity; Sediment flow in streams; Life of reservoir; Reservoir sediment control; flood routing. Various types of Spillways and design.
Reservoir Planning: Introduction; Investigations for reservoir planning; Selection of site for a reservoir; Zones of storage in a reservoir; Storage capacity and yield; Mass inflow curve and demand curve; Calculation of reservoir capacity for a specified yield from the mass inflow curve; Determination of safe yield from a reservoir of a given capacity; Sediment flow in streams; Life of reservoir; Reservoir sediment control; flood routing. Various types of Spillways and design.
Present slideshow provides brief introductory part of various Intake Structures. This is useful for Environmental Engineering Students, faculties and learners.
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
Civil v-hydrology and irrigation engineering [10 cv55]-notesSuryenn Edwie Mon
WRE: UNIT–I:
Surface Water Hydrology: Water Resources in India, Hydrology in water Resources Planning –Precipitation – Types,
Measurement of rainfall, Average depth of rainfall over an area, Mean annual rainfall, consistency of rainfall record, Double
mass curve; Infiltration – Factors affecting and its determination, Evaporation and Evapo-Transpiration. Runoff – factors
affecting runoff, methods of determination of runoff, stream gauging.
UNIT-II:
Hydrograph analysis: Base flow separation, Unit Hydrograph – Hydrograph of different durations, applications of unit
hydrograph, S-hydrograph, Flood Forecasting Techniques.
Ground Water Hydrology: Mechanics of interstitial flow, definitions, sub surface distribution of water, types of aquifers,
ground water movement, Darcy’s law, Well hydraulics – steady flow into wells in Un-confined and confined aquifers,
determination of hydraulic properties of aquifer, pumping test and recuperation test methods for determination of yield of
open well.
UNIT-III:
Reservoir Planning: Types of reservoir investigations for reservoir planning, selection of site for a reservoir, zones of
storage in a reservoir, reservoir yield, mass curve and demand curve, determination of reservoir capacity, yield from a
reservoir of given capacity, operating schedules, guide curve for reservoir operation, apportionment of total cost of a multi
purpose project, reservoir sedimentation, control of reservoir sedimentation, useful life of a reservoir.
UNIT-IV:
Irrigation: Definition of irrigation, types of irrigation systems – direct and indirect, lift and inundation irrigation system,
methods of irrigation – surface and sprinkler methods, drip irrigation, Soil moisture constants, depth of water held by soil in
root zone. Water requirements of crops, Duty, Delta, Base period and their relationship, crop seasons, factors affecting duty
and methods of improving duty, consumptive use of water, determination of canal capacities for cropping patterns.
UNIT-V:
Canal Systems: Classification of irrigation canals – canal alignment, design of unlined canals, regime theories – Kennedy’s
and lacey’s theories, tractive - force method, design problems – balancing depth of canal.
Stream Gauging: Necessity; Selection of gauging sites; Methods of discharge measurement; Area-Velocity method; Venturi flume; Chemical method; weir method; Measurement of velocity; Floats Surface float, Sub–surface float or Double float, Twin float, Velocity rod or Rod float; Pitot tube; Current meter; Working of current meter; rating of current meter; Measurement of area of flow; Measurement of width - Pivot point method; Measurement of depth Sounding rod, Echo- sounder.
This Presentation covers the topic of surface and subsurface tile drainage which is the part of canal irrigation. The content covered in this has been explained thoroughly with theory and Diagrams related to the topics and consists of various pictures to explain the content completely .Thank you.
This presentation includes the estimation of storm sewage generated as a result of storm/rainfall events. It includes the detailed usage of rational formula for quantity estimation with solved examples.
1. Distribution of Runoff
2. Hydrograph Analysis
a) Hydrograph & Unit Hydrograph
b) S - Hydrograph & Synthetic Unit Hydrograph
3. Computation of Design Discharge
a) Rational Formulae
b) SCS Curve Number Method
4. Flood Frequency Analysis
5. Flood Routing
Present slideshow provides brief introductory part of various Intake Structures. This is useful for Environmental Engineering Students, faculties and learners.
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
Civil v-hydrology and irrigation engineering [10 cv55]-notesSuryenn Edwie Mon
WRE: UNIT–I:
Surface Water Hydrology: Water Resources in India, Hydrology in water Resources Planning –Precipitation – Types,
Measurement of rainfall, Average depth of rainfall over an area, Mean annual rainfall, consistency of rainfall record, Double
mass curve; Infiltration – Factors affecting and its determination, Evaporation and Evapo-Transpiration. Runoff – factors
affecting runoff, methods of determination of runoff, stream gauging.
UNIT-II:
Hydrograph analysis: Base flow separation, Unit Hydrograph – Hydrograph of different durations, applications of unit
hydrograph, S-hydrograph, Flood Forecasting Techniques.
Ground Water Hydrology: Mechanics of interstitial flow, definitions, sub surface distribution of water, types of aquifers,
ground water movement, Darcy’s law, Well hydraulics – steady flow into wells in Un-confined and confined aquifers,
determination of hydraulic properties of aquifer, pumping test and recuperation test methods for determination of yield of
open well.
UNIT-III:
Reservoir Planning: Types of reservoir investigations for reservoir planning, selection of site for a reservoir, zones of
storage in a reservoir, reservoir yield, mass curve and demand curve, determination of reservoir capacity, yield from a
reservoir of given capacity, operating schedules, guide curve for reservoir operation, apportionment of total cost of a multi
purpose project, reservoir sedimentation, control of reservoir sedimentation, useful life of a reservoir.
UNIT-IV:
Irrigation: Definition of irrigation, types of irrigation systems – direct and indirect, lift and inundation irrigation system,
methods of irrigation – surface and sprinkler methods, drip irrigation, Soil moisture constants, depth of water held by soil in
root zone. Water requirements of crops, Duty, Delta, Base period and their relationship, crop seasons, factors affecting duty
and methods of improving duty, consumptive use of water, determination of canal capacities for cropping patterns.
UNIT-V:
Canal Systems: Classification of irrigation canals – canal alignment, design of unlined canals, regime theories – Kennedy’s
and lacey’s theories, tractive - force method, design problems – balancing depth of canal.
Stream Gauging: Necessity; Selection of gauging sites; Methods of discharge measurement; Area-Velocity method; Venturi flume; Chemical method; weir method; Measurement of velocity; Floats Surface float, Sub–surface float or Double float, Twin float, Velocity rod or Rod float; Pitot tube; Current meter; Working of current meter; rating of current meter; Measurement of area of flow; Measurement of width - Pivot point method; Measurement of depth Sounding rod, Echo- sounder.
This Presentation covers the topic of surface and subsurface tile drainage which is the part of canal irrigation. The content covered in this has been explained thoroughly with theory and Diagrams related to the topics and consists of various pictures to explain the content completely .Thank you.
This presentation includes the estimation of storm sewage generated as a result of storm/rainfall events. It includes the detailed usage of rational formula for quantity estimation with solved examples.
1. Distribution of Runoff
2. Hydrograph Analysis
a) Hydrograph & Unit Hydrograph
b) S - Hydrograph & Synthetic Unit Hydrograph
3. Computation of Design Discharge
a) Rational Formulae
b) SCS Curve Number Method
4. Flood Frequency Analysis
5. Flood Routing
Chemical Characteristics of Groundwater and its Suitability for Irrigation pu...Agriculture Journal IJOEAR
Abstract— The utilization of groundwater in the agricultural sector in Jombang regency is to meet the needs of irrigation water in sub-optimal land and to supply water for irrigation in the dry season on land that has been irrigated by surface water. The existence and potential of groundwater as a source of irrigation water should be available, not only in the quantity but also with the quality is good. The objectives of this study were to identify chemical characteristics of groundwater and to assess of groundwater quality for irrigation purpose. Twenty five groundwater samples were collected in the study area from bore wells ranging in depth between 61 – 127 m BGL on the confined aquifer. Chemical chracteristics of groundwater samples were analyzed using Piper trilinear diagram based on major ionic concentrations. Base on this analysis, discovered 6 water types of groundwater samples i.e. Ca2+–HCO3– type, mixed Ca2+–Mg2+–SO42– type, mixed Na+–Ca2+–HCO3– type, Ca2+–SO42– type, Na+–SO42– type, and Na+–HCO3– type. To define the quality of groundwater for irrigation, groundwater samples were analyzed by using EC25˚C, SAR, and RSC values. The classification of irrigation water base on EC25˚C and SAR show that most of groundwater samples into C2-S1 class indicating low sodium and medium salinity hazard. On the basis of RSC all groundwater samples are safe for irrigation purpose. All water type of groundwater samples in the study area are suitable for irrigation purpose.
Revisiting hydrostratigraphy in Bandung-Soreang Groundwater Basin: a well-log...Dasapta Erwin Irawan
Author
Sunarwan, B.1, Irawan, DE. 1, Puradimaja, DJ. 1, Notosiswoyo, S.2, Sadisun, IA1, Setiawan, T.3, and Anugrah, RM4
Affiliation
1 Faculty of Earth Sciences and Technology, Bandung Institute of Technology, Institut Teknologi Bandung,
2 Faculty of Mining and Petroleum Engineering, Bandung Institute of Technology, Institut Teknologi Bandung,
Jl. Ganesa No. 10, Bandung, 40132
3 Geological Survey of Indonesia, Ministry of Energy and Mineral Resources,
Jl. Diponegoro No. 57, Bandung, 40122
4 Faculty of Geology, Padjadjaran University, Jl. Raya Bandung Sumedang Km. 21. Sumedang
Corresponding author:
a)Irawan, DE: d.erwin.irawan@gmail.com
Abstract
An attempt to revisit the hydro-stratigraphy of Bandung-Soreang Groundwater Basin (BSGB) has been done based on 111 well-logging training dataset. Transformation of resistivity values from well-log data to relative porosity and permeability used Chilingarian approach and Baker-Hughes Atlas of log responses. Then boundary marker was drawn to separated different aquifer layers. Simple linear regression equations were derived from the transformation: (a) tuff layers: θ= -0.0023ρ+2.5619,μ= -63.514θ+167.38,σ=22.912 μ+238.78; (b) clay layers: θ= -0.0181 ρ+2.6281,μ= -61.842 θ+163.91,σ=5.1202 μ-11.503; (c) sand layers: θ= -0.0078 ρ+2.5992,μ= -60.75 θ+161.02,σ=394.35 μ-2156.8. Based on the new aquifer taxonomy, three hydro-stratigraphic units (HSU) and six sub HSU have been defined. UHs 1 is the top layer of the BSGB, located at elevation above 650 masl. It has three sub HSU that consists of tuf and sand. The permeability (K) values of this unit range from 0,0014 to 0.1 m per day. HSU-2 with two sub HSU consists of tuf and sand, located at elevation from 625 to 650 masl. This unit has K values from 0.1 to 6 m per day. HSU-3, which is located at elevation from 500 to 625 masl, has only one sub HSU. This unit consists of tuf, sand, and volcanic breccias, with K values from 0.3 to 7.1 m per day. This models, however, are still needed more test to new dataset.
Participatory irigation management under tanks_ K. Sivasubramaniam_2013India Water Portal
In this presentation, K. Sivasubramaniam from the Madras Institute of Development Studies brings out the importance of tanks in irrigation and need for them to be managed effectively. He takes up the case of the Tamil Nadu - Irrigated Agriculture Modernisation and Water-bodies Restoration and Management (IAMWARM) project and discusses his research findings.
Powerpoint Search Engine has collection of slides related to specific topics. Write the required keyword in the search box and it fetches you the related results.
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Workshop on Operationalizing the Regional Collaborative Platform to Address ‘Water Consumption, Water Productivity and Drought Management’ in Agriculture, 27 - 29 October 2015, Cairo, Egypt
Agriculture and Irrigation at the Ministry of Agriculture, Saleh AlluhaydanNENAwaterscarcity
Workshop on Operationalizing the Regional Collaborative Platform to Address ‘Water Consumption, Water Productivity and Drought Management’ in Agriculture, 27 - 29 October 2015, Cairo, Egypt
Improving Agriculture Water Productivity in the Region“Investment in Irrigat...FAO
Improving Agriculture Water Productivity in the Region“Investment in Irrigation in MENA”,Lessons from World Bank portfolio and water sector studies, Presented by Qun Li, Senior Operational Officer- World Bank, Land and Water Days in Near East & North Africa, 15-18 December 2013, Amman, Jordan
This presentation focuses mostly on what the India National Action Plan is and how it was started. It is about India's National Action Plan on Climate Change. what are these things used for. It was created as a result of the IPCC, or Intergovernmental Panel on Climate Change, and it concentrates on climate change mitigation. It primarily focuses on a variety of issues, including waste management, pollution, global warming, and the emission of greenhouse gases. The IPCC is establishing various missions to limit these kinds of activities in order to improve climate change and prevent it from deteriorating further. The first thing that comes to mind is the list of global climate earth key summits from 1992 to the present, along with how they were created and given names in accordance with the COP. The timeline of India's climate change was covered in detail after the discussion of how it developed in India. The IPCC claims to have published a report on the subject of climate change-vulnerable states, which details how each state is impacted and which states are safer. The mission aids in accelerating the reduction of climate change. Eight Indian states, Jharkhand, Mizoram, Odisha, Chhattisgarh, Assam, Bihar, Arunachal Pradesh, and West Bengal are highly vulnerable to climate change.
According to the report, titled ‘Climate Vulnerability Assessment for Adaptation Planning in India Using a Common Framework’, released by the science & technology ministry.
The report also showed that Maharashtra is the least vulnerable state in the country.
Lack of forest area per 100 rural population was found to be one of the major drivers of vulnerability for Assam despite the fact that the state has a forest cover of 42 percent.
In the case of Bihar, poor health infrastructure is the key vulnerability driver.
Lack of crop insurance and rainfed agriculture were key drivers of vulnerability for Jharkhand.
National water mission is Governed by the Ministry of Water Resources, River Development, and Ganga Rejuvenation.
Ensures better-integrated water resource management leading to water conservation, less wastage, equitable distribution forming better policies.
Looks into the issues of groundwater and surface water management, domestic and industrial water management, improvement of water storage capacities, and protection of wetlands.
National solar mission is Governed by the Ministry of New and Renewable Energy.
Aims to increase the share of solar energy in India's energy mix.
It takes measures of increasing R&D efforts, promoting the decentralized distribution of energy by creating cheaper and more convenient solar power systems.
Emphasis on manufacturing solar panels at the local level and tying up local research with international efforts.
National mission for enhanced energy efficiency is Governed by the Ministry of Power.
Based on the Energy Conservation Act, of 2001.
Each mission's description was developed in order to accomplish its objective and lessen it.
Presented by Siti Nurbaya, Minister of Environment and Forestry, Indonesia, at "Peatlands, a Super Nature Based Solution Teleconference", July 5th, 2021
Integrated watershed management programme at gunjala village – a case studyeSAT Journals
Abstract Integrated watershed management programme was launched in Tamsi mandal of gunjala village by using ‘Four water Concept’. Case study included Questionnaire survey from farmers living in that village, and continuous study over a period of two years. Tamsi village is a tribal village and drought area with very less rainfall. Total project area is 4566 Hac, Project Cost Rs. 547.92 Lakhs. The sanctioned area of Gunjala micro watershed is 710 Hac with a outlay of Rs. 85.20 Lakhs. Out of which the total expenditure incurred was Rs.39.12 Lakhs and constructed structures were LBS, RFDs, PTs, CDs and Plantation. Over two year period, it was observed that, 2 years of period the ground water has been improved in this village and three Bore wells are drilled and they are successful, even during peak summer they could meet their day today activities. The farmer Jadhav Uttam has an additional income of Rs. 17600 per Acre in cotton and Rs. 6300 per Acre in Red Gram. The farmer Gnan Singh had an additional income of Rs. 17600 per Acre in cotton and Rs. 5,250 per Acre in Red Gram. The farmer Amber Singh had an additional income of Rs. 13200 per Acre in cotton and Rs. 3,500 per Acre in Red Gram. In the same way, others farmers were also able to generate the benefits from the construction of water storage structures. Total Additional income generated for Seven farmers was Rs. 6, 31000/- in 2011-2012 Cropping Season with construction of Check Dams of Rs.3,24000/- an additional average income per Acre to the farmer is of Rs. 22,500/- and a series of 8 Nos. check dams are constructed on single 3rd order stream which flows Across the 6 Grama Panchayats from ridge to valley. There are 90 farmers cultivating 168 Acre of land who are benefited by getting an additional income of Rs.37,80,000/-. Keywords: Four water Concept, micro watershed, LBS, RFDs, PTs, CDs and Plantation
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Authors: Febri Doni and Rizky Riscahya Pratama Syamsuri
Title: System of Rice Intensification in Indonesia: Research adoption and Opportunities
Presented at: The International Conference on System of Crop Intensification (SCI) for Climate-Smart Livelihood and Nutritional Security
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Speaker: Norman Uphoff
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💥 Speed, accuracy, and scaling – discover the superpowers of GenAI in action with UiPath Document Understanding and Communications Mining™:
See how to accelerate model training and optimize model performance with active learning
Learn about the latest enhancements to out-of-the-box document processing – with little to no training required
Get an exclusive demo of the new family of UiPath LLMs – GenAI models specialized for processing different types of documents and messages
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LF Energy Webinar: Electrical Grid Modelling and Simulation Through PowSyBl -...DanBrown980551
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Assuring Contact Center Experiences for Your Customers With ThousandEyes
0623 Participatory Irrigation Management
1. Participatory Irrigation Management in Indonesia Lessons Learned from Decentralized Irrigation System Improvement Project In Eastern Region of Indonesia (DISIMP) JBIC ODA Loan Ir. Mohamad Hasan Director of Irrigation Directorate General of Water Resources, Ministry of Public Works, INDONESIA
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4. Outline of the Project Project Objective Poverty alleviation by improving agricultural productivity and farmers’ income through water resources and irrigation development / improvement and capacity building in Eastern Region of Indonesia . Performance of the Project (JBIC Loan) Location of Sub-project of DISIMP
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Editor's Notes
Presentation given by Ir. Mohamad Hasan, PU director of Irrigation, at World Water Forum in Mexico City, March, 2006, on panel on “Participatory Irrigation Management,” sponsored by JIBC.