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Effective management of Japanese black pine (Pinus thunbergii Parlat.) coastal forests considering tsunami mitigation

Journal of environmental management, 2022-06, Vol.311, p.114754-114754, Article 114754

2022

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Effective tree distribution and stand structures in a forest for tsunami mitigation considering the different tree-breaking patterns of tree species

Journal of environmental management, 2018-10, Vol.223, p.925-935

2018

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THE EFFECTS OF LEVEE-BREACH TIMING AT THE UPSTREAM OF THE TOKIGAWA RIVER AND THE JUNCTION SECTION OF THE TOKIGAWA AND OPPEGAWA RIVERS ON THE FLOOD VOLUME FROM THE RIVERS

Journal of JSCE, 2022, Vol.10(1), pp.213-227

2022

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Numerical Investigation of the Effectiveness of Vegetation-Embankment Hybrid Structures for Tsunami Mitigation Introduced after the 2011 Tsunami

Geosciences (Basel), 2021-11, Vol.11 (11), p.440

2021

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EFFECTS OF TREE DESTRUCTION AND DEBRIS DAM FORMATION AT THE GRAVEL-BED BARS IN KUMAGAYA IN THE ARAKAWA RIVER ON THE MAXIMUM WATER DEPTH AND FLOOD HYDROGRAPH DURING THE FLOOD EVENT CAUSED BY TYPHOON HAGIBIS

Journal of JSCE, 2022, Vol.10(1), pp.19-29

2022

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Effectiveness of a compound defense system of sea embankment and coastal forest against a tsunami

Ocean engineering, 2018-03, Vol.151, p.246-256

2018

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Hazard assessment for future tsunami inundation partly sheltered by an installed finite hybrid defense system comprised of an embankment, moat, and coastal forest in Onbetsu, Japan

Ocean engineering, 2024-11, Vol.312, p.119009, Article 119009

2024

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レベル2津波が二重堤防構造を越流する際の流況変化を踏まえた減勢効果の評価

土木学会論文集B1（水工学）, 2017, Vol.73(4), pp.I_1009-I_1014

2017

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Changes in flow structures and energy reduction through compound tsunami mitigation system with embankment and lined piles

Ocean engineering, 2018-09, Vol.164, p.722-732

2018

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THE EFFECTS OF LEVEE BREACHING AT THE IRUMAGAWA RIVER BASIN IN TYPHOON HAGIBIS 2019 ON THE FLOOD VOLUME FROM THE RIVERS AND DISCHARGE-HYDROGRAPH

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2020, Vol.76(2), pp.I_637-I_642

2020

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THE EFFECTS OF LEVEE-BREACH TIMING AT THE UPSTREAM OF THE TOKIGAWA RIVER AND THE JUNCTION SECTION OF THE TOKIGAWA AND OPPEGAWA RIVERS ON THE FLOOD VOLUME FROM THE RIVERS

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2020, Vol.76(1), pp.284-294

2020

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DEVELOPMENT OF A TWO-DIMENSIONAL FLOOD FLOW SIMULATION METHOD CONSIDERING OF INFILTRATION INTO FLOOD PLAINS AND SAND LAYERS DURING FLOOD EVENT

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2022, Vol.78 (2), p.I_763-I_768

2022

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THE EFFECT OF VEGETATION AND MOAT ALONG THE RIVER ON THE TSUNAMI RUN-UP ALONG A RIVER

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2018, Vol.74(4), pp.I_445-I_450

2018

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EFFECT OF DIFFERENT TRAPPING PATTERN OF FLOATING DEBRIS AT LARGE FLOOD EVENT ON THE CHANGE IN RESISTANCE

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2021, Vol.77 (2), p.I_1033-I_1038

2021

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EVALUATION OF ENERGY REDUCTION BY THE DOUBLE EMBANKMENT SYSTEM ON THE CHANGE OF FLOW STRUCTURE AFTER THE OVERTOPPING OF LEVEL 2 TSUNAMI FROM SEA EMBANKMENT

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2017, Vol.73(4), pp.I_1009-I_1014

2017

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EFFECTS OF THE TREE DESTRUCTION AND DEBRIS DAM FORMATION AT THE GRAVEL-BED BARS IN KUMAGAYA IN THE ARAKAWA RIVER ON MAXIMUM WATER DEPTH AND FLOOD HYDROGRAPH AT FLOOD EVENT DUE TO TYPHOON HAGIBIS

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2020, Vol.76(1), pp.243-252

2020

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CHANGE OF OVERTOPPING TSUNAMI FLOW RATE FROM EMBANKMENT WITH THE ARRANGEMENT OF THE EMBANKMENT AND COASTAL FOREST

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2016, Vol.72(4), pp.I_397-I_402

2016

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CHANGE OF OVERTOPPING TSUNAMI FLOW RATE FROM EMBANKMENT WITH THE ARRANGEMENT OF THE EMBANKMENT AND COASTAL FOREST

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2016, Vol.72 (4), p.I_397-I_402

2016

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EVACUATION ANALYSIS LINKED WITH SIMULATED FLOOD INUNDATION FROM DIFFERENT BREACHING LOCATIONS FOR CLASSIFYING SUITABLE EVACUATION PATTERN IN EACH DISTRICT

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2021, Vol.77 (2), p.I_1513-I_1518

2021

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EVALUATION OF THE EFFECTIVENESS OF STRENGTHENING PAVED EMBANKMENT TOP AGAINST EROSION DUE TO NAPPE FLOW THROUGH EXPERIMENTS AND NUMERICAL MODEL ANALYSIS

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2021, Vol.77 (2), p.I_361-I_366

2021

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ENERGY REDUCTION THROUGH DOUBLE EMBANKMENT SYSTEM AGAINST RUN-UP TSUNAMI THAT OVERFLOWS FROM A SEA EMBANKMENT UNDER A SUPERCRITICAL FLOW

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2019, Vol.75 (2), p.I_709-I_714

2019

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EFFECT OF LANDSIDE POOLED WATER DEPTH ON EROSION PROCESS OF EMBANKMENT BY OVERFLOWING WATER

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2020, Vol.76 (2), p.I_571-I_576

2020

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EFFECT OF LANDSIDE POOLED WATER DEPTH ON EROSION PROCESS OF EMBANKMENT BY OVERFLOWING WATER

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2020, Vol.76(2), pp.I_571-I_576

2020

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EFFCTES OF EXISTING SECOND EMBANKMENTS CONSTRUCTED IN EDO ERA ON SENSIBLE FLOODING RISK IN THE MIDDLE REACH OF THE ARAKAWA RIVER

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2018, Vol.74 (4), p.I_1393-I_1398

2018

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EFFCTES OF EXISTING SECOND EMBANKMENTS CONSTRUCTED IN EDO ERA ON SENSIBLE FLOODING RISK IN THE MIDDLE REACH OF THE ARAKAWA RIVER

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2018, Vol.74(4), pp.I_1393-I_1398

2018

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Effective management of Japanese black pine (Pinus thunbergii Parlat.) coastal forests considering tsunami mitigation

Effective tree distribution and stand structures in a forest for tsunami mitigation considering the different tree-breaking patterns of tree species

THE EFFECTS OF LEVEE-BREACH TIMING AT THE UPSTREAM OF THE TOKIGAWA RIVER AND THE JUNCTION SECTION OF THE TOKIGAWA AND OPPEGAWA RIVERS ON THE FLOOD VOLUME FROM THE RIVERS

Numerical Investigation of the Effectiveness of Vegetation-Embankment Hybrid Structures for Tsunami Mitigation Introduced after the 2011 Tsunami

EFFECTS OF TREE DESTRUCTION AND DEBRIS DAM FORMATION AT THE GRAVEL-BED BARS IN KUMAGAYA IN THE ARAKAWA RIVER ON THE MAXIMUM WATER DEPTH AND FLOOD HYDROGRAPH DURING THE FLOOD EVENT CAUSED BY TYPHOON HAGIBIS

Effectiveness of a compound defense system of sea embankment and coastal forest against a tsunami

Hazard assessment for future tsunami inundation partly sheltered by an installed finite hybrid defense system comprised of an embankment, moat, and coastal forest in Onbetsu, Japan

レベル2津波が二重堤防構造を越流する際の流況変化を踏まえた減勢効果の評価

Changes in flow structures and energy reduction through compound tsunami mitigation system with embankment and lined piles

THE EFFECTS OF LEVEE BREACHING AT THE IRUMAGAWA RIVER BASIN IN TYPHOON HAGIBIS 2019 ON THE FLOOD VOLUME FROM THE RIVERS AND DISCHARGE-HYDROGRAPH

THE EFFECTS OF LEVEE-BREACH TIMING AT THE UPSTREAM OF THE TOKIGAWA RIVER AND THE JUNCTION SECTION OF THE TOKIGAWA AND OPPEGAWA RIVERS ON THE FLOOD VOLUME FROM THE RIVERS

DEVELOPMENT OF A TWO-DIMENSIONAL FLOOD FLOW SIMULATION METHOD CONSIDERING OF INFILTRATION INTO FLOOD PLAINS AND SAND LAYERS DURING FLOOD EVENT

THE EFFECT OF VEGETATION AND MOAT ALONG THE RIVER ON THE TSUNAMI RUN-UP ALONG A RIVER

EFFECT OF DIFFERENT TRAPPING PATTERN OF FLOATING DEBRIS AT LARGE FLOOD EVENT ON THE CHANGE IN RESISTANCE

EVALUATION OF ENERGY REDUCTION BY THE DOUBLE EMBANKMENT SYSTEM ON THE CHANGE OF FLOW STRUCTURE AFTER THE OVERTOPPING OF LEVEL 2 TSUNAMI FROM SEA EMBANKMENT

EFFECTS OF THE TREE DESTRUCTION AND DEBRIS DAM FORMATION AT THE GRAVEL-BED BARS IN KUMAGAYA IN THE ARAKAWA RIVER ON MAXIMUM WATER DEPTH AND FLOOD HYDROGRAPH AT FLOOD EVENT DUE TO TYPHOON HAGIBIS

CHANGE OF OVERTOPPING TSUNAMI FLOW RATE FROM EMBANKMENT WITH THE ARRANGEMENT OF THE EMBANKMENT AND COASTAL FOREST

CHANGE OF OVERTOPPING TSUNAMI FLOW RATE FROM EMBANKMENT WITH THE ARRANGEMENT OF THE EMBANKMENT AND COASTAL FOREST

EVACUATION ANALYSIS LINKED WITH SIMULATED FLOOD INUNDATION FROM DIFFERENT BREACHING LOCATIONS FOR CLASSIFYING SUITABLE EVACUATION PATTERN IN EACH DISTRICT

EVALUATION OF THE EFFECTIVENESS OF STRENGTHENING PAVED EMBANKMENT TOP AGAINST EROSION DUE TO NAPPE FLOW THROUGH EXPERIMENTS AND NUMERICAL MODEL ANALYSIS

ENERGY REDUCTION THROUGH DOUBLE EMBANKMENT SYSTEM AGAINST RUN-UP TSUNAMI THAT OVERFLOWS FROM A SEA EMBANKMENT UNDER A SUPERCRITICAL FLOW

EFFECT OF LANDSIDE POOLED WATER DEPTH ON EROSION PROCESS OF EMBANKMENT BY OVERFLOWING WATER

EFFECT OF LANDSIDE POOLED WATER DEPTH ON EROSION PROCESS OF EMBANKMENT BY OVERFLOWING WATER

EFFCTES OF EXISTING SECOND EMBANKMENTS CONSTRUCTED IN EDO ERA ON SENSIBLE FLOODING RISK IN THE MIDDLE REACH OF THE ARAKAWA RIVER

EFFCTES OF EXISTING SECOND EMBANKMENTS CONSTRUCTED IN EDO ERA ON SENSIBLE FLOODING RISK IN THE MIDDLE REACH OF THE ARAKAWA RIVER

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