Field Measurements of Debris Flows on Mount Unzendake, 1993
Between June and August, 1993 field observations and measurements of debris flows have been carried out at two locations on Mount Unzendake. One of the instrumented study sites was a downstream reach of the Mizunashi River, which is11.6m wide and have an average slope of about 2.9°. The other was a...
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Veröffentlicht in: | PROCEEDINGS OF HYDRAULIC ENGINEERING 1994/02/28, Vol.38, pp.747-752 |
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description | Between June and August, 1993 field observations and measurements of debris flows have been carried out at two locations on Mount Unzendake. One of the instrumented study sites was a downstream reach of the Mizunashi River, which is11.6m wide and have an average slope of about 2.9°. The other was a downstream reach of the Nakao River, which is 7.2m wide and have an average slope of about 1.4°. Radio current-meter and ultrasonic water level gauge were used to obtain surface velocity, depth and discharge for the several flows. The value of nondimensional surface velocity us/u* was found 5. Peak discharge was found Q=195m3/s at the Mizunashi River and Q=40m3/s at the Nakao River. Spectra of velocity and water-level variance shows maximum at f≈10-2Hz. |
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One of the instrumented study sites was a downstream reach of the Mizunashi River, which is11.6m wide and have an average slope of about 2.9°. The other was a downstream reach of the Nakao River, which is 7.2m wide and have an average slope of about 1.4°. Radio current-meter and ultrasonic water level gauge were used to obtain surface velocity, depth and discharge for the several flows. The value of nondimensional surface velocity us/u* was found 5. Peak discharge was found Q=195m3/s at the Mizunashi River and Q=40m3/s at the Nakao River. 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One of the instrumented study sites was a downstream reach of the Mizunashi River, which is11.6m wide and have an average slope of about 2.9°. The other was a downstream reach of the Nakao River, which is 7.2m wide and have an average slope of about 1.4°. Radio current-meter and ultrasonic water level gauge were used to obtain surface velocity, depth and discharge for the several flows. The value of nondimensional surface velocity us/u* was found 5. Peak discharge was found Q=195m3/s at the Mizunashi River and Q=40m3/s at the Nakao River. Spectra of velocity and water-level variance shows maximum at f≈10-2Hz.</description><subject>debris flow</subject><subject>Mount Unzendake</subject><subject>mud flow</subject><subject>the Mizunashi River</subject><subject>the Nakao River</subject><issn>0916-7374</issn><issn>1884-9172</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1994</creationdate><recordtype>article</recordtype><recordid>eNo9j89OwzAMhyMEEtPYjQfoA6wj_9ok4oTGBkibuLBz5CYOK3TtlHRC8PQUNu1iy_L3s_wRcsvojHOq7_ax2-JM6JmS6oKMmNYyN0zxSzKihpW5Ekpek0lKdUUpL6QqlRmR-2WNjc_WCOkQcYdtn7IuZI9YxTply6b7GuY2W3eHts827Q-2Hj5xmjFjxA25CtAknJz6mGyWi7f5c756fXqZP6xyx4VSOWOmAgiGF8az0gGgEc6XBj0yHZxkvAhCS3TaSai0K3ylCqcFeAOBVkGMyfR418UupYjB7mO9g_htGbV_7vbf3QptB_cBXxzxj9TDO55hiH3tGjzCw__0L3AqQ-68d1uIFlvxC4B1ZiA</recordid><startdate>1994</startdate><enddate>1994</enddate><creator>HIRANO, Muneo</creator><creator>HASHIMOTO, Haruyuki</creator><creator>KOHNO, Michinari</creator><general>Japan Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>1994</creationdate><title>Field Measurements of Debris Flows on Mount Unzendake, 1993</title><author>HIRANO, Muneo ; HASHIMOTO, Haruyuki ; KOHNO, Michinari</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2377-119baaf9259d16caae93cd69ede18fc4125f384ec8c4ab8c5db75c83ad9af0bf3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1994</creationdate><topic>debris flow</topic><topic>Mount Unzendake</topic><topic>mud flow</topic><topic>the Mizunashi River</topic><topic>the Nakao River</topic><toplevel>online_resources</toplevel><creatorcontrib>HIRANO, Muneo</creatorcontrib><creatorcontrib>HASHIMOTO, Haruyuki</creatorcontrib><creatorcontrib>KOHNO, Michinari</creatorcontrib><collection>CrossRef</collection><jtitle>PROCEEDINGS OF HYDRAULIC ENGINEERING</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>HIRANO, Muneo</au><au>HASHIMOTO, Haruyuki</au><au>KOHNO, Michinari</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Field Measurements of Debris Flows on Mount Unzendake, 1993</atitle><jtitle>PROCEEDINGS OF HYDRAULIC ENGINEERING</jtitle><addtitle>PROCEEDINGS OF HYDRAULIC ENGINEERING</addtitle><date>1994</date><risdate>1994</risdate><volume>38</volume><spage>747</spage><epage>752</epage><pages>747-752</pages><issn>0916-7374</issn><eissn>1884-9172</eissn><abstract>Between June and August, 1993 field observations and measurements of debris flows have been carried out at two locations on Mount Unzendake. One of the instrumented study sites was a downstream reach of the Mizunashi River, which is11.6m wide and have an average slope of about 2.9°. The other was a downstream reach of the Nakao River, which is 7.2m wide and have an average slope of about 1.4°. Radio current-meter and ultrasonic water level gauge were used to obtain surface velocity, depth and discharge for the several flows. The value of nondimensional surface velocity us/u* was found 5. Peak discharge was found Q=195m3/s at the Mizunashi River and Q=40m3/s at the Nakao River. Spectra of velocity and water-level variance shows maximum at f≈10-2Hz.</abstract><pub>Japan Society of Civil Engineers</pub><doi>10.2208/prohe.38.747</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
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subjects | debris flow Mount Unzendake mud flow the Mizunashi River the Nakao River |
title | Field Measurements of Debris Flows on Mount Unzendake, 1993 |
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