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  1. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
  2. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72, Issue 1, February 2013
  4. Characteristics of meltwater and/or rainfall regime in a snowy region and its effect on sediment-related disasters
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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 76
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 75
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72, Issue 3-4, December 2013
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72, Issue 2, June 2013
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72, Issue 1, February 2013
Editorial
Quantitative assessment of temperature effect on cone resistance
Testing shrinkage factors: comparison of methods and correlation with index properties of soils
Study on swelling properties of an expansive soil deposit in Saskatchewan, Canada
Some engineering geological effects of drought: examples from the UK
Hysteretic soil water characteristics and cyclic swell–shrink paths of compacted expansive soils
The unique relationship between swell percent and swell pressure of compacted clays
Environmental impacts of single and successive breakwaters along the Mediterranean coastline at Radès–Ezzahra, NE Tunisia
BHE logging and cement hydration heat analyses for the determination of thermo-physical parameters
Laboratory shear strength parameters of cohesive soils: variability and potential effects on slope stability
Experimental analysis of shear band formation in plane strain tests on Shanghai silty clay
Delineation of waterlogged area in inaccessible underground workings at Hingir Rampur Colliery using 2D resistivity imaging: a case study
Characteristics of meltwater and/or rainfall regime in a snowy region and its effect on sediment-related disasters
Evaluation of plate loading tests on some rock formations for assessing the ground bearing capacity
Main technical characteristics of rocks used in road construction in Serbia
Discussion on “GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey)” by Işık Yilmaz, Marian Marschalko, Mustafa Yildirim, Emek Dereli and Martin Bednarik, Bulletin of Engineering Geology and the Environment 71 (2012), 351–357, doi:10.1007/s10064-011-0384-5
Reply to discussion by R. Tomás, M. Cano, J. García-Barba on “GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey)” by Işık Yilmaz, Marian Marschalko, Mustafa Yildirim, Emek Dereli and Martin Bednarik, Bulletin of Engineering Geology and the Environment 71, (2012), 351–357, doi:10.1007/s10064-011-0384-5”
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 70
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 69
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 68
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 66
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 63
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 62
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 61
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 59
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 57
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 55

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Characteristics of meltwater and/or rainfall regime in a snowy region and its effect on sediment-related disasters

Content Provider Springer Nature Link
Author Matsuura, Sumio Okamoto, Takashi Asa, Shiho Matsuyama, Koji
Copyright Year 2013
Abstract Meltwater and/or rainfall (MR) were monitored using lysimeters in a mountainous region in the north-central part of Japan, where a seasonal snowpack forms, to collect basic data sets for understanding the MR regime and sediment-related disasters. Statistical analyses of the data over 11 years showed that high hourly MR intensities were mainly observed as rain during the non-snow cover period, but the annual maximum daily MR often occurred during the snow cover period. The longer the time unit, the greater the shift in maximum MR values from the non-snow to snow cover periods. For a time unit of 70 h, almost all maximum values were recorded during snow melting periods. The timing, intensity and duration of MR regulate the characteristics of sediment-related disasters such as debris flows, slope failures and landslides. In the case of deep-seated landslides, if there are no accurate observations of MR during the snow cover period, the degree of risk may be underestimated. Furthermore, when designing groundwater discharge works to prevent deep-seated landslides, the timing, intensity and duration of MR must be accurately evaluated to effectively discharge groundwater during the snow melting period.Les quantités d’eau de fonte de neige et/ou de pluie ont été enregistrées à l’aide de lysimètres dans une région montagneuse de la partie centre-nord du Japon, où il se forme un manteau neigeux saisonnier. L’objectif était de recueillir des données de base pour comprendre le régime nivo-pluvial et les catastrophes en rapport avec l’apport de sédiments. Les analyses statistiques de ces données sur plus de onze ans ont montré que de fortes intensités horaires de pluie ont été principalement observées pendant la période sans manteau neigeux, mais l’intensité journalière maximum annuelle de fonte de neige et/ou de pluie a été observée souvent pendant la période avec manteau neigeux. Plus long était le temps de mesure, plus grand était l’écart entre les valeurs maximale de fonte de neige et/ou de pluie entre les périodes avec ou sans manteau neigeux. Pour une unité de temps de 70 heures, presque toutes les valeurs maximales ont été enregistrées durant des périodes de fonte de neige. Le moment, l’intensité et la durée de fonte de neige et/ou de pluie contrôlent les caractéristiques des catastrophes liées à l’apport de sédiments, telles que les coulées de débris, les ruptures de versants et les glissements de terrain. Dans le cas des glissements de terrain profonds, s’il n’y a pas d’observations précises de fonte de neige et/ou de pluie pendant la période d’enneigement, le niveau de risque peut être sous-estimé. En outre, lors de la conception de dispositifs de drainage des eaux souterraines pour prévenir les glissements de terrain profonds, le moment, l’intensité et la durée de fonte de neige et/ou de pluie doivent être évalués avec précision afin de drainer efficacement les eaux souterraines pendant la période de fonte de neige.
Starting Page 119
Ending Page 129
Page Count 11
File Format PDF
ISSN 14359529
Journal Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number 72
Issue Number 1
e-ISSN 14359537
Language English
Publisher Springer-Verlag
Publisher Date 2013-01-18
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Fonte de neige et/ou de pluie Régime nivo-pluvial Lysimètre Région enneigée Catastrophes liées à l’apport de sédiments Geotechnical Engineering & Applied Earth Sciences Geoengineering, Foundations, Hydraulics Geoecology/Natural Processes Nature Conservation
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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