HOSHIKAWA Keisuke Center for Integrated Area Studies Kyoto University, Japan PNC 2011 Annual Conference and Joint Meetings Thamnop Irrigation and Natural.

Slides:



Advertisements
Similar presentations
Hydrology Rainfall - Runoff Modeling (I)
Advertisements

INTRO :- FROM WHERE WE CAN OBTAIN WATER IN DESIRED QUALITY & QUANTITY FOR REQUIRED PERIOD OF TIME SOURCES OF WATER.
Flood Profile Modeling with Split Flows and Weirs
6.3 Sediment management options
Challenge of runoff regulation to supply paddy terraces in Subak irrigation schemes.
1 Toshihiko Anzai 1* Katsuyuki Shimizu 2, Yoshinobu Kitamura 2, and Jumpei Kubota 3 1:The United Graduate School of Agricultural Sciences, Tottori University.
Surface Water Chapter 9.
Section 3: Stream Deposition
CHARACTERISTICS OF RUNOFF
EARTH SCIENCE Geology, the Environment and the Universe
Fluctuation in Rainfall Variance in rainfall in Singapore.
Nidal Salim, Walter Wildi Institute F.-A. Forel, University of Geneva, Switzerland Impact of global climate change on water resources in the Israeli, Jordanian.
Chapter 6 Section 1 – Running Water
1 River Processes and Morphology A Case Study of the Souteyran valley.
Flood management. Flood Management Floods occur when discharge exceeds bankfull capacity. Water leaves channel to cover adjacent land – the flood plain.
Hydrology and Water Resources RG 744 Institute of Space Technology December
6.4 Improving Diversion Works
URBAN AND NATURAL ENVIRONMENT CONSULTANTS European Commission 6 th Framework Programme for research and Technological Development Optimisation For Sustainable.
SPATE ENGINEERING GASH RIVER - SUDAN Lesson 4
Earth Science 6.1 Running Water
An Analysis of the Pollutant Loads and Hydrological Condition for Water Quality Improvement for the Weihe River For implementing water resources management.
Chapter 13 Surface Water.
1 Flood Hazard Analysis Session 1 Dr. Heiko Apel Risk Analysis Flood Hazard Assessment.
Sediment Transport in Wadi Systems Part 1: Overview
Surface Water Chapter 9.
Module 2 (part 1) Improving Diversion Works John Ratsey
FLOODS A. Ramdial. INTRODUCTION Floods are a natural river process in response to changes in drainage basin inputs (precipitation / melt-water runoff)
CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6.
Climate Change, Extreme Floods, and Dam Safety in Korea
Lake and Stream Hydrology 2009 UJ,UH, &TPU Timo Huttula JY/BYTL& SYKE/VTO
Storm Hydrographs A hydrograph shows the discharge of a river at a given point over a period of time. The hydrograph is used to show how a particular river.
SITES SOFTWARE APPLICATION SEMINAR __________________________ SITES INTEGRATED DEVELOPMENT ENVIRONMENT for WATER RESOURCE SITE ANALYSIS 5 Point.
An Application of Field Monitoring Data in Estimating Optimal Planting Dates of Cassava in Upper Paddy Field in Northeast Thailand Meeting Notes.
Flood Risk Management in Hat Yai, Thailand
Do Now: What are the 4 steps of the Water Cycle? What is the difference between transcription and evaporation?
Naritaka KUBO: Univ. of Tokyo, Japan
Watersheds Human activities and structures, as depicted
Thailand Country Report on Flood
6.7 Improved Traditional Systems
Trends in Precipitation and Stream Discharge over the Past Century for the Continental United States Andrew Simon 1 and Lauren Klimetz 1,2 1 USDA-ARS National.
Penny Coombes Sarah Wharton Gary Davies Simon White River Bee, Desing FLOOD ALLEVIATION FEASIBILITY.
Water resources engineering Giannis Kleopa. What is a water resources engineering? Water resources engineering is the profession that is responsible for.
Water Resources in the Indus-Gangetic Basin
Surface Water Surface runoff - Precipitation or snowmelt which moves across the land surface ultimately channelizing into streams or rivers or discharging.
FLOOD CONTROL. AMAFCA The Albuquerque Metropolitan Arroyo Flood Control Authority (AMAFCA) was created in 1963 by the New Mexico Legislature with specific.
Water Resources Planning and Management
Label: Source Mouth Tributary Meander Vertical erosion Lateral erosion Can you mark on the meander where deposition and erosion would take place? Draw.
6.12a DESIGN APPROACH ON BILILO SPATE IRRIGATION PROJECT Presented by Eyob Yehayis.
-1 DR. S & S. S GHANDHY GOVT. ENGINEERING COLLEGE, SURAT. SUB : HYDROLOGY & WATER RESOURCES ENGINEERING ( ) TOPIC : HYETOGRAPH & HYDROGRAPH ANALYSIS.
HYDROLOGY & WATER RESOURCES ENGINEERING TYPES OF SPILLWAYS
Water Resources Groundwater. Key definitions Zone of aeration – soil and rock are less saturated (some pores contain air) Zone of saturation- pores contain.
History of Water Crisis in Thailand and Its Preparation for the 2015 Drought. PRECHAWIT Chaiwat, THAICID, History of water crisis.
Forest cover and Land Use of Lao PDR During 1982, 1992 and 2002 Prepared and Presented by: Mr. Vongdeuane VONGSIHARATH, D.DG Deparment of Land Planning.
Surface Water Movement
Flood management.
1.2 Typology of spate irrigation systems
Warm-up What are four things that impact INFILTRATION? (the answer is in your notes) After you finish the warm-up put your river basin project in the inbox.
Presented by Arne van der Hout Tom O’Mahoney Tommaso Boschetti
6.2 Sedimentation Issues: Overview
6.1 BASIC ENGINEERING New ‘modernised’ diversion structures have promoted larger inequity in the distribution of irrigation water between upstream and.
The shapes of stream channels
REGULATION WORK UNIT – 10 LECTURER IN CIVIL ENGG. GP MEHAM SANDEEP.
Hydrology CIVL341.
Water Use.
Preciptation.
Natural and Man-made features
Contents Ecological effects (Beijing City)
Hydrology CIVL341 Introduction
VERIFYING THE INCREASE OF SALINITY INTRUSION AT INTERANNUAL SCALE IN THE VIETNAM MEKONG RIVER Im going to talk about my research is verifying the increase.
Chapter Four RUNOFF When a storm occurs, a portion of rainfall infiltrates into the ground and some portion may evaporate. The rest flows as a thin sheet.
Presentation transcript:

HOSHIKAWA Keisuke Center for Integrated Area Studies Kyoto University, Japan PNC 2011 Annual Conference and Joint Meetings Thamnop Irrigation and Natural Hydrology in Northeast Thailand FUKUI Hayao Faculty of Agriculture Khon Kaen University, Thailand

Northeast Thailand: a rain-fed rice cultivation area Rice planted area Rice production Irrigation project area/rice cultivation area However, Northeast Thailand also has history and tradition of irrigation for rice cultivation. It was widely practiced before the expansion of rice area. Still in use.

How is Thamnop irrigation? “…paddy fields in Phanchana District mostly depend on water from thamnop as this district has many streams. Lam Chiang Krai River is one of the most important streams. Some thamnop on it are supplying water to paddy fields. If there are no thamnop in the district, rice cultivation should depend only on rainfall, and transplantation has not finished by until this month…” Report of Ministry of Agriculture in 1912 (KS13/743 ) How is the thamnop irrigaion that played important roles in rice cultivation in the past? Thamnop ( ทำนบ ): dike, dam, embankment, weir “Structures that block stream flow and prevent water from flowing downstream ( สิ่งก่อสร้างกั้นลำน้ำไม่ใหล ผ่าน )”

Topics How is thamnop irrigation? How does it work? – Structure and function different from “ordinary” irrigation weirs Why thamnop? – Local hydrological environment and thamnop

Earthen weir that block up rivers completely How is Thamop? Thamnop Nonburi Surin Province, Thailand Especially seen in Southern part of Northeast Thai and around Siemriap, Cambodia

Thamnop Khon Muang Nakhon Ratchasima Province, Thailand

Blocked rivers sometimes make a detour channels Buriram Province Thailand

Former river channel

Thumnup (Thamnop) around Ankor Wat Angkor Wat West Barai East Barai

North of West Barai

Stream flow is blocked completely with an embankment longer than width of river channel Characteristics of Thamnop Almost whole stream water directly flows into paddy fields around thamnop Flooded water reaches sometimes several kilometers from a thamnop

Characteristics of Thamnop irrigation systems Structure They block up streams completely with embankments that are often several times longer than width of river channels. No water gate to regulate water intake. Function Quantity of water intake is not controllable. It depends on amount of river runoff. As a consequence, thamnop often make flood damage on rice plants.

They sometimes cause flood damage on rice plants. Characteristics of Thamnop

Image search for “weir” File:Revin Meuse weir jpg From Wikipedia, the free encyclopedia “Ordinary” weirs: raise and maintain river water level, but not block flow completely (allow overflow) “Ordinary” weir

“Ordinary” diversion weir Weir that can release excess water Water gate that regulate quantity of water intake Diversion channel to send water to paddy fields Spillway along a diversion canal to discharge excess water in a channel Sophisticated system to take stable (or intended) amount of water from rivers “Ordinary” weir

Traditional weir irrigation system “Ordinary” weir Myanmar, Jan 2003 Design and functions are basically same.

Spatial distribution of Thamnop irrigation 0m 900m Weir irrigation thamnop Thamnop are constructed along “montainless” rivers

Hydrology of mountainless rivers Runoff velocity Sensitivity to rainfall Runoff ratio (runoff/rain) Shape of peaks Rivers in plain areas (thamnop) Low Gradual low peaks Rivers in mountainous areas (weir irrigation) High Sharp high peaks Why thamnop? Evaporation Runoff (observed) Rainfall Runoff (initial) Runoff ratio = Runoff/Rainfall

Hydrology of mountainless rivers Runoff velocity Sensitivity to rainfall Runoff ratio (runoff/rain) Shape of peaks Rivers in plain areas (thamnop) Low Gradual low peaks Rivers in mountainous areas (weir irrigation) High Sharp high peaks Daily runoff (m3/s) Precipitation (mm/d) 1995 Precipitation Runoff Mun Riv., Northeast Thai (thamnop) 390km2 (M101) Annual prec:1180mm Annual runoff:233mm Runoff ratio:0.20 Ping Riv., North Thai (weir irrigation) 515 km2 (P021) Annual prec:1180mm Annual runoff:369mm Runoff ratio:0.31 Why thamnop?

Quick runoff and slow runoff Rainfall Quick runoff (surface runoff) Slow runoff (subsurface) Stream Base runoff Peak runoff Rainfall Runoff Why thamnop?

Hydrology of a weir irrigation river Runoff consists of peak flow and base flow. Stable and rich base flow. There is no reason to dare to use peak runoff, as peaks are sharp and short lasting. Why thamnop?

Hydrology of a thamnop irrigation river Difficult to separate base flow and peak flow because of long lasting low peaks and unstable base flow Water resource is rather limited because of low runoff ratio. It is better to take whole runoff at every moment Why thamnop?

Conclusions Thamnop irrigation much depends on river runoff. This does not mean that thamnop irrigation is less efficient than weir irrigation. The thamnop irrigation system is well designed by local people for mountailess rivers.