Person Image

    Education

    • ปริญญาเอก, สถาบันเทคโนโลยีแห่งเอเซีย, ไทย, 2518
    • ปริญญาโท, สถาบันเทคโนโลยีแห่งเอเซีย, ไทย, 2513
    • ปริญญาตรี (เกียรตินิยม), จุฬาลงกรณ์มหาวิทยาลัย, ไทย, 2511

    Interest

    วิศวกรรมทรัพยากรน้ำและการจัดการ, การจัดการภัยพิบัติน้ำท่วมและน้ำแล้ง, วิศวกรรมชลศาสตร์และอุทกวิทยา, วิศวกรรมแม่น้ำ

    Resource

    • จำนวนหน่วยปฏิบัติการที่เข้าร่วม 0 หน่วย
    • จำนวนเครื่องมือวิจัย 0 ชิ้น
    • สถานที่ปฏิบัติงานวิจัย
      • ห้องห้องปฏิบัติการวิศวกรรมชลศาสตร์ ชั้น 1 อาคาร15

    งานวิจัยในรอบ 5 ปี

    Project

    งานวิจัยที่อยู่ระหว่างการดำเนินการ
    • ทุนใน 1 โครงการ (ผู้ร่วมวิจัย 1 โครงการ)
    • ทุนนอก 0 โครงการ
    งานวิจัยที่เสร็จสิ้นแล้ว
    • ทุนใน 0 โครงการ
    • ทุนนอก 0 โครงการ

    แนวโน้มผลงานทั้งหมดเทียบกับแนวโน้มผลงานในรอบ 5 ปี

    Output

    • บทความ 2 เรื่อง (ตีพิมพ์ในวารสารวิชาการ 2 เรื่อง, นำเสนอในการประชุม/สัมมนา 0 เรื่อง)
    • ทรัพย์สินทางปัญญา 0 เรื่อง (ลิขสิทธิ์ 0 เรื่อง, เครื่องหมายการค้า 0 เรื่อง, อนุสิทธิบัตร 0 เรื่อง, สิทธิบัตร 0 เรื่อง)
    • สิ่งประดิษฐ์ 0 เรื่อง (ขึ้นทะเบียนพันธุ์พืช หรือพันธุ์สัตว์ หรือสิ่งประดิษฐ์ มก. 0 เรื่อง)
    • Unknown 0 เรื่อง (Unknown 0 เรื่อง)

    แนวโน้มการนำผลงานไปใช้ประโยชน์ในด้านต่างๆ

    Outcome

    • การนำผลงานไปใช้ประโยชน์ 0 เรื่อง (เชิงวิชาการ 0 เรื่อง, เชิงนโยบาย/บริหาร 0 เรื่อง, เชิงสาธารณะ 0 เรื่อง, เชิงพาณิชย์ 0 เรื่อง)

    รางวัลที่ได้รับ

    Award

    • รางวัลที่ได้รับ 0 เรื่อง (ประกาศเกียรติคุณ/รางวัลนักวิจัย 0 เรื่อง, รางวัลผลงานวิจัย/สิ่งประดิษฐ์ 0 เรื่อง, รางวัลผลงานนำเสนอในการประชุมวิชาการ 0 เรื่อง)


    Scopus h-index

    #Document titleAuthorsYearSourceCited by
    1Urban flood disaster managementTingsanchali T.2012Procedia Engineering
    32,pp. 25-37
    257
    2Flood hazard and risk analysis in the southwest region of BangladeshTingsanchali T., Karim M.2005Hydrological Processes
    19(10),pp. 2055-2069
    137
    32-D depth-averaged flow computation near groyneTingsanchali T., Maheswaran S.1990Journal of Hydraulic Engineering
    116(1),pp. 71-86
    107
    4Non-deposition design criteria for sewers with part-full flowVongvisessomjai N., Tingsanchali T., Babel M.2010Urban Water Journal
    7(1),pp. 61-77
    94
    5Numerical modelling of dam failure due to flow overtoppingTingsanchali T., Chinnarasri C.2001Hydrological Sciences Journal
    46(1),pp. 113-130
    82
    6Application of tank, NAM, ARMA and neural network models to flood forecastingTingsanchali T., Gautam M.2000Hydrological Processes
    14(14),pp. 2473-2487
    74
    7Evaluation of Soil and Water Assessment Tool and Artificial Neural Network models for hydrologic simulation in different climatic regions of AsiaPradhan P., Tingsanchali T., Shrestha S.2020Science of the Total Environment
    701
    71
    8Steady shallow flow over curved bedsSivakumaran N.S., Sivakumaran N.S., Tingsanchali T.1983Journal of Fluid Mechanics
    128,pp. 469-487
    65
    9Flood-hazard assessment and risk-based zoning of a tropical flood plain: Case study of the Yom River, ThailandTingsanchali T., Karim F.2010Hydrological Sciences Journal
    55(2),pp. 145-161
    64
    10Optimization and simulation of reservoir operation with sediment evacuation: A case study of the Tarbela Dam, PakistanKhan N.M., Tingsanchali T.2009Hydrological Processes
    23(5),pp. 730-747
    51
    11A combined simulation-genetic algorithm optimization model for optimal rule curves of a reservoir: A case study of the Nam Oon Irrigation Project, ThailandSuiadee W., Tingsanchali T.2007Hydrological Processes
    21(23),pp. 3211-3225
    50
    12Soil and water conservation on steep slopes by mulching using rice straw and vetiver grass clippingsDonjadee S., Tingsanchali T.2016Agriculture and Natural Resources
    50(1),pp. 75-79
    42
    13Adapting hydropower production to climate change: A case study of Kulekhani Hydropower Project in NepalShrestha A., Shrestha S., Shrestha S., Tingsanchali T., Budhathoki A., Ninsawat S.2021Journal of Cleaner Production
    279
    37
    14Reduction of runoff and soil loss over steep slopes by using vetiver hedgerow systemsDonjadee S., Tingsanchali T.2013Paddy and Water Environment
    11(1-4),pp. 573-581
    34
    15Effects of vertical hedge interval of vetiver grass on erosion on steep agricultural landsDonjadee S., Clemente R.S., Tingsanchali T., Chinnarasri C.2010Land Degradation and Development
    21(3),pp. 219-227
    30
    16Steady Shallow Flow Over A SpillwaySivakumaran N.S., Hoskingf R.J., Tingsanchali T.1981Journal of Fluid Mechanics
    111,pp. 411-420
    29
    17Reservoir Optimization-Simulation with a Sediment Evacuation Model to Minimize Irrigation DeficitsKhan N.M., Babel M.S., Tingsanchali T., Clemente R.S., Luong H.T.2012Water Resources Management
    26(11),pp. 3173-3193
    27
    18Analytical diffusion model for flood routingTingsanchali T., Manandhar S.1985Journal of Hydraulic Engineering
    111(3),pp. 435-454
    22
    19Flood risk assessment in the region surrounding the Bangkok Suvarnabhumi AirportKeokhumcheng Y., Tingsanchali T., Clemente R.2012Water International
    37(3),pp. 201-217
    16
    20A coupled numerical model for simulation of wave breaking and hydraulic performances of a composite seawallKarim M., Karim M., Tingsanchali T.2006Ocean Engineering
    33(5-6),pp. 773-787
    15
    21Assessment of hydrological safety of Mae Sruai Dam, ThailandTingsanchali T., Tanmanee S.2012Procedia Engineering
    32,pp. 1198-1204
    13
    22Prediction formulas of maximum scour depth and impact location of a local scour hole below a chute spillway with a flip bucketHeng S., Tingsanchali T., Tingsanchali T., Suetsugi T.2013WIT Transactions on Ecology and the Environment
    172,pp. 251-262
    11
    23Stochastic dynamic programming with risk consideration for transbasin diversion systemTingsanchali T., Boonyasirikul T., Boonyasirikul T.2006Journal of Water Resources Planning and Management
    132(2),pp. 111-121
    11
    24Experimental investigation and analysis of HEC-6 river morphological modelTingsanchali T., Supharatid S.1996Hydrological Processes
    10(5),pp. 747-761
    10
    25Development of a river delta: A case study of Cimanuk river mouth, IndonesiaYuanita N., Tingsanchali T.2008Hydrological Processes
    22(18),pp. 3785-3801
    10
    26Comprehensive Assessment of Flood Hazard, Vulnerability, and Flood Risk at the Household Level in a Municipality Area: A Case Study of Nan Province, ThailandTingsanchali T., Promping T.2022Water (Switzerland)
    14(2)
    9
    27Optimum water resources allocation for mekong-chi-mun transbasin irrigation project, northeast thailandTingsanchali T., Singh P.1996Water International
    21(1),pp. 20-29
    9
    28Handbook of water resources management: Discourses, concepts and examplesBogardi J.J., Gupta J., Nandalal K.D.W., Salamé L., van Nooijen R.R.P., Kumar N., Tingsanchali T., Bhaduri A., Kolechkina A.G.2021Handbook of Water Resources Management: Discourses, Concepts and Examples
    ,pp. 1-810
    7
    29EFFECTS OF OVERBANK FLOW IN FLOOD COMPUTATIONSTingsanchali T., Ackerman N.1976ASCE J Hydraul Div
    102(7),pp. 1013-1025
    7
    30Subsidence of flood waves in overbank flow areasTingsanchali T., Kumar Lal N.1988Journal of Hydraulic Research
    26(5),pp. 585-597
    5
    31A framework of integrated hydrological and hydrodynamic models using synthetic rainfall for flash flood hazard mapping of ungauged catchments in tropical zonesLohpaisankrit W., Meon G., Tingsanchali T.2016IAHS-AISH Proceedings and Reports
    373,pp. 183-187
    4
    32Drought risk assessment of irrigation project areas in a river basinTingsanchali T., Piriyawong T.2018Engineering Journal
    22(1),pp. 279-287
    4
    33A combined deterministic-stochastic model of daily sediment concentrations in a riverTingsanchali T., Lal N.1992Stochastic hydraulics '92. Proc. IAHR symposium, Taipei, 1992
    ,pp. 221-228
    4
    34Field validation of two river morphological models on the Pasak River, ThailandChinnarasri C., Tingsanchali T., Banchuen S.2008Hydrological Sciences Journal
    53(4),pp. 818-833
    3
    35A method for evaluating flood hazard and flood risk of east Bangkok plain, ThailandTingsanchali T., Keokhumcheng Y.2018Proceedings of the Institution of Civil Engineers: Engineering Sustainability
    172(7),pp. 385-392
    3
    36Flood simulation in the tidal delta of the mekong river by the SSARR modelTingsanchali T., Lien N.1986Water International
    11(3),pp. 117-125
    3
    37Introduction and guide to the handbook of water resources management: Discourses, concepts and examplesBogardi J.J., Tingsanchali T., Bhaduri A., Nandalal K.D.W., Nooijen R.R.P., Gupta J., Kolechkina A.G., Salamé L., Kumar N.2021Handbook of Water Resources Management: Discourses, Concepts and Examples
    ,pp. 3-8
    3
    38Water-related hazard and risk managementKron W., Tingsanchali T., Loucks D.P., Renaud F.G., Bogardi J.J., Fekete A.2021Handbook of Water Resources Management: Discourses, Concepts and Examples
    ,pp. 675-734
    2
    39Depth average calculation of suspended sediment transport in rivers.Tingsanchali T., Rodi W.1986IN: PROC. THIRD INT. SYMP. ON RIVER SEDIMENTATION, CENTRAL THEME, ESTUARINE AND COASTAL SEDIMENTATION, (JACKSON, U.S.A.: MAR.
    III, S.Y. Wang; H.W. Shen; L.Z. Ding((eds.), University, U.S.A., Mississippi Univ., 1986, Session VII)
    2
    40Stability analysis of two-dimensional depth-averaged modelTingsanchali T., Vongvisessomaji S., Hwang G.1989Journal of Hydraulic Engineering
    115(9),pp. 1204-1222
    2
    41Effects of Climate Change and Land-use Change on Future Inflow to a Reservoir: A Case Study of Sirikit Dam, Upper Nan River Basin, ThailandPromping T., Tingsanchali T.2022GMSARN International Journal
    16(4),pp. 366-376
    2
    42Fusion of ascending and descending pass SAR intensity and coherence images for mapping volcanic depositsCanisius F., Honda K., Tokunaga M., Murai S., Tingsanchali T., Eiumnoh A.2004Geocarto International
    19(3),pp. 43-50
    2
    43Estimation of methane emission from a deep-water rice field using Landsat TM and NOAA AVHRR: A case study of Bangkok plainThimsuwan Y., Thimsuwan Y., Eiumnoh A., Honda K., Tingsanchali T.2000Imaging Science Journal
    48(2),pp. 77-85
    2
    44Meteorological Drought Hazard Assessment under Future Climate Change Projection for Agriculture Area in Songkhram River Basin, ThailandPromping T., Tingsanchali T.2020Proceedings of the 2020 International Conference and Utility Exhibition on Energy, Environment and Climate Change, ICUE 2020
    2
    45Flood impact assessment in the surrounding area of Suvarnabhumi airport, ThailandTingsanchali T., Eng D.2009Advances in Geosciences: Volume 11: Hydrological Science (HS)
    ,pp. 283-297
    1
    46Evaluation and improvement of the environmental impact mitigation plan of a hydropower project in thailandTingsanchalia T., Watanabeb T., Chinshedc K.2008Water International
    33(4),pp. 505-516
    1
    47Comparison of pseudo-viscosity model and k-ε turbulence model in 2-D depth-averaged flow computationsTingsanchali T., Rahman K.1992
    ,pp. 189-200
    1
    48SENSITIVITY ANALYSIS OF TANK MODEL PARAMETERS CONSIDERED IN AUTOMATIC CALIBRATION.Tingsanchali T., Loria P.1981
    ,pp. 254-255
    1
    49Identification of influencing components on water scarcity management performance for sustainability in limited water resource area: a reviewChuanpongpanich S., Chuanpongpanich S., Tingsanchali T., Tingsanchali T., Pattrawutichai S., Wichaidist B., Suksaroj C.2022Journal of Public Health and Development
    20(3),pp. 265-282
    1
    50Hydraulic model study on the design of bottom intake structures.Tingsanchali T., Paudyal G.N., Kalinga G.M.1989
    0
    51Risk assessment of river bank failure due to floods in Jamuna, Ganges and Padma Rivers in BangladeshIslam M.B., Islam M.B., Tingsanchali T., Tingsanchali T.2024International Journal of Disaster Risk Reduction
    102
    0
    52Agricultural drought risk and local adaptation measures in the Upper Mun River Basin, ThailandBabel M.S., Chawrua L., Chawrua L., Khadka D., Tingsanchali T., Shanmungam M.S.2024Agricultural Water Management
    292
    0
    53Optimum diversion plan for hydropower schemeTingsanchali T., Carriaga C.1991Journal of Water Resources Planning and Management
    117(1),pp. 146-147
    0
    54A mathematical model of salt water intrusion in estuarial networks.Tingsanchali T., Ackermann N.1977IN: PROC. SEVENTEENTH CONGRESS OF THE INTERNATIONAL ASSOCIATION FOR HYDRAULIC RESEARCH HYDRAULIC ENGINEERING FOR IMPROVED WAT
    3 , Subject B-Environmental Problems in Coastal and Estuarine ar,pp. 417-424
    0
    55A model for optimisation of water management in rice polders in ThailandWandee P., Schultz B., Schultz B., Tingsanchali T.2005Irrigation and Drainage
    54(5),pp. 527-541
    0
    56Bangkok flood plain model.Vongvisessomjal S., Tingsanchali T., Chaiwat C.1985IN: IAHR PREPRINTED PROC. 21ST CONGRESS, VOLUME 3, THEME B (PART 2) FLOOD FLOWS IN CHANNELS & FLOOD PLAINS; SEDIMENT TRANSPOR
    (85-13 ) (ISBN 0-85825-280-5) (Melbourne, Australia: Aug. 19-23, ),pp. 432-438
    0
    57SIMULATION MODEL FOR SERIALLY LINKED RESERVOIR SYSTEM TA CHIA RIVER BASIN.Tingsanchali T., Song L.1980Technical Review - Mitsubishi Heavy Industries
    1,pp. 197-206
    0
    58Mathematical model for prediction of effects of flood control measures for Cilamaya river, Indonesia.Tingsanchali T., Ibraham A.1988
    0
    59Simulation of development of Cimanuk River Delta, IndonesiaYuanita N., Tingsanchali T.200718th Australasian Coastal and Ocean Engineering Conference 2007 and the 11th Australasian Port and Harbour Conference 2007, COASTS and PORTS 2007
    ,pp. 493-498
    0
    60SIMULATION OF PUMPED STORAGE OPERATION: CHOSHUI RIVER BASIN, TAIWAN.Tingsanchali T., Sheng W.1982
    A,pp. 42-52
    0
    61SCHEMATIZATION PROBLEMS IN A MORPHOLOGICAL MODEL.Tingsanchali T., Overbeek H.1981Proceedings, Congress - International Association For Hydraulic Research
    ,pp. 265-272
    0
    62Application of SSARR, Stanford and Sacramento watershed models in northeast ThailandTingsanchali T., Tongpumnuk S., Srikanthan R.1990HYDROSOFT
    3(1 , Jan., 1990),pp. 38-44
    0
    63Effects and data constraints: northeast Thailand.Tingsanchali T.1985IN: IAHR PREPRINTED PROC. 21ST CONGRESS, VOLUME 3, THEME B (PART 2) FLOOD FLOWS IN CHANNELS & FLOOD PLAINS; SEDIMENT TRANSPOR
    (85-13 ) (ISBN 0-85825-280-5) (Melbourne, Australia: Aug. 19-23, ),pp. 426-431
    0
    64MATHEMATICAL MODEL OF MEKONG RIVER NEAR VIENTIANE AND NONGKHAI.PINKAYAN S., ACKERMANN N., TINGSANCHALI T.1973PROC. IAHR INT. SYMP. ON RIVER MECHANICS, (BANGKOK, THAILAND)
    3 , PAPER C25((JANUARY 9-12, 1973)),pp. 291-302
    0
    65INTERNATIONAL ASSOCIATION FOR HYDRAULIC RESEARCH, INTERNATIONAL SYMPOSIUM ON RIVER MECHANICS, PROCEEDINGS, 1973.Fok Y.S., Homack P., Mull R., Stoner R.F., Downs J.B., Chiu C.L., Lee T.S., Halliwell A.R., Ahmed M., Sevuk A.S., Yen B.C., Pinkayan S., Ackermann N.L., Tingsanchali T.1973
    0
    66Erratum: Effects of water withdrawal on hydraulics and morphology of Pumduang River, Thailand (Water International (June 2001) 26:2 (273-282))Tingsanchali T., Sahu M.2001Water International
    26(3),pp. 456
    0
    67FLOOD RISK ASSESSMENT for the GANGES FLOODPLAIN in BANGLADESHKarim M., Tingsanchali T., Tanimoto K.2003Proceedings of the Coastal Engineering Conference
    2003-January,pp. 3581-3593
    0
    68SENSITIVITY ANALYSIS OF TANK MODEL PARAMETERS CONSIDERED IN AUTOMATIC CALIBRATION.Tingsanchali T., Loria P.1982
    ,pp. 507-518
    0
    69Sediment bed load in steady non-uniform flow.Tingsanchali T., Rana M.1987
    0
    70Hydraulic model study on the design of bottom intake structures.Tingsanchali T., Paudyal G., Kalinga G.1989
    0
    71Optimisation of water management in urban polders case studies of the Netherlands and ThailandWandee P., Schultz B., Tingsanchali T.2006Lowland Technology International
    8(1),pp. 11-20
    0
    72Sediment transport due to channel flushingTingsanchali T., Jaque D.1989
    0
    73Schematization problems in a morphological model.Tingsanchali T., Overbeek H.1981IN: PROC. 19TH IAHR CONGRESS, (NEW DELHI, INDIA: FEB. 1-7,1981)
    2 , New Delhi, India, IAHR, 1981, Subject-A
    0
    74Water resource system operation under hydrologic uncertainty: The Mae Klong River basin, ThailandTingsanchali T., Rajasekaram V.1997Proceedings, Congress of the International Association of Hydraulic Research, IAHR
    A,pp. 542-547
    0
    75Management of water-related natural disasters in ThailandTingsanchali T.2005International Journal on Hydropower and Dams
    12(1),pp. 31-35
    0
    76Schematization problems in a morphological model.Tingsanchali T., Overbeek H.1981IN: PROC. 19TH IAHR CONGRESS, (NEW DELHI, INDIA: FEB.1-7, 1981)
    2 , New Delhi, India, IAHR, 1981, Subject-A(d), Paper 6,pp. 265-272
    0
    77Subsidence of flood waves in overbank flow areas attenuation des ondes de crue en zone inondableTingsanchali T., Lal N.K., Yen C.L.1990Journal of Hydraulic Research
    28(2),pp. 253-256
    0
    78A combined deterministic-stochastic model of daily sediment concentrations in a riverTingsanchali T., Lal N.1992
    0
    79Effect of water withdrawal on hydraulics and morphology of Pumduang River, ThailandTingsanchali T., Sahu M.2001Water International
    26(2),pp. 273-282
    0
    80Rapidly flood extent mapping server design and experiment using mathematical morphology recognition and cooperated disaster information servers on the InternetYamada Y., Tingsanchali T., Khao-Uppatum V., Chompradist C.2004International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences - ISPRS Archives
    35,pp. 601-606
    0
    81Flood management by real time flood forecasting and gate operation of Ta Tapao River Basin, ThailandTingsanchali T.2011International Journal of Geoinformatics
    7(4),pp. 29-34
    0
    82Sediment transport due to channel flushingTingsanchali T., Jaque D.1989
    ,pp. 624-629
    0
    83Optimum diversion plan for hydropower schemeTingsanchali T., Carriaga C.1989Journal of Water Resources Planning and Management
    115(2),pp. 195-211
    0