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Hydraulic model tests for evaluating sediment control function with a grid-type Sabo dam in mountainous torrents

International Journal of sediment Research 2013年第4期28卷 511-522页

作者： Takahiro ITOH Shigeo HORIUCHI Takahisa MIZUYAMA Kazuhiko KAITSUKA NIPPON KOEI Co. Ltd Pasco Corporation Graduate School of Agriculture Kyoto University NIPPON KOEI Co. Ltd.

There are two kinds of Sabo dams in order to control sediment transport by debris flow and flash floods in mountainous area,which arc closed and open-type’s *** Japan,open-type’s Sabo dams are constructed taking into account the continuity of sediment routing from upstream to downstream reach in a basin.A plan to construct a 20 m high grid-type Sabo dam which can capture a sediment volume of 400,000 nr is proposed in the Amahata river basin in *** model tests are conducted to decide on the section for a dam(Section A,B) and the grid size such as clearance of vertical/horizontal bars for evaluating the *** runs of flume tests are conducted and the sediment control function of the Sabo dam is discussed using several experimental data such as dimensionlcss sediment runoff rate from Sabo dam,temporal changes of bed profile and mean diameter and so *** was found that sediment deposition in sediment storage area of Sabo dam was affected by curved channel,and that next the grid size of steel bars and thirdly the section of a dam was able to capture sediment in storage area of Sabo *** was controlled well in the section B and in the grid size of l.0×d95,and the problems related to sediment runoff after sediment capturing in Sabo dam are pointed out.

关键词： Hydraulic model tests Debris flow Grid-type Sabo dam sediment storage

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The role of landscape setting in minimizing hydrogeomorphic impacts of flow regulation

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International Journal of sediment Research 2013年第2期28卷 149-161页

作者： H.E.REID G.J.BRIERLEY K.MCFARLANE S.E.COLEMAN S.TROWSDALE School of Environment The University of Auckland Department of Civil and Environmental Engineering The University of Auckland

The Tongariro Power Development Scheme（TPDS） is used to regulate flow in the headwaters of the largest catchment on the North Island of New Zealand（the Waikato）.Two small dams,the Rangipo Dam and the Poutu Intake Dam,were constructed in 1973 and *** flow regime of the river is managed to divert freshes into the power scheme,but allows flows larger than 100 m;s;to be released,to rework and transport sediment through the catchment. Analysis of aerial photos and maps spanning 1928 to 2007,alongside field measurements,show that there have been few hydrogeomorphic adjustments since dam *** includes limited changes to channel geometry,channel planform and bed material organization immediately downstream of the *** addition,offsite effects are minimal, both 500 m downstream of each dam,and in the more sensitive,less confined reaches in the lower catchment（11 km downstream of the Poutu Intake dam）.The limited changes can be attributed to the locations of the dams within reaches characterised by bedrock gorges and confined within *** locations act to flush sediments and impose margins that allow minimal adjustment of the *** material within this reach is characterised by the presence of a boulder *** is sourced from long-term incision into lahar deposits,and acts to limit the rate of incision, creating a steep and stable base upon which active fractions are *** as importantly,significant storage in the low-relief volcanic plateau located in the upper catchment acts to disconnect and store the high sediment yields generated by active volcanic cones in the western sub-catchment upstream of the *** limits the rate of sediment supply to regulated *** from this study show that analysis of reach-scale controls is essential in framing dam site locations in relation to the distribution of reaches and landscape units across the *** this instance, tributary inputs downstream of the dams do not repl

关键词： Flow regulation Landscape setting Landscape connectivity sediment storage Channel planform

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