-------------------------------------------------------------------------------Video Information -------------------------------------------------------------------------------Type.................: MovieFile Validation......: MD5 SHA-256 HASHTitle................: Volcano High, "WaSanGo" (original title)Studio...............: Shin Seung-soo ProductionsActors...............: Jang Hyuk, Shin Min-Ah, Kim Soo-Roh, Kwon Sang-WooDirectors............: Tae-gyun KimWriters..............: Tae-gyun Kim, Dong-heon SeoGenre................: Action FantasyRelease Date.........: 5 December 2001 (South Korea) Duration.............: 01:35:15 (per actual main feature)Rated................: PG-13 Cover(s) Included....: Yes Language.............: English, KoreanSubtitles............: EnglishResolution...........: 480p @ 16x9Source...............: Retail R2 DVDIMDb Information.....: IMDb Rating..........: 6.1RottenTomatoes.......: -high2003/RT Rating............: 59%-------------------------------------------------------------------------------Encoding/Bitrate Information -------------------------------------------------------------------------------Format : MPEG-4File size : 1.28 GiBOverall bit rate mode : VariableOverall bit rate : 1 930 KbpsVideoFormat : AVCFormat/Info : Advanced Video CodecFormat profile : [email protected] Format settings, CABAC : YesFormat settings, ReFrames : 6 framesBit rate : 1 726 KbpsWidth : 720 pixelsHeight : 576 pixelsDisplay aspect ratio : 16:9Frame rate mode : VariableFrame rate : 25.000 fpsMinimum frame rate : 8.333 fpsMaximum frame rate : 25.000 fpsStandard : PALBit depth : 8 bitsScan type : ProgressiveWriting library : x264 core 130 r2273 b3065e6Audio #1Format : AACFormat/Info : Advanced Audio CodecBit rate mode : VariableBit rate : 96.0 KbpsMaximum bit rate : 117 KbpsChannel(s) : 2 channelsChannel positions : Front: L RSampling rate : 48.0 KHzLanguage : KoreanAudio #2Format : AACFormat/Info : Advanced Audio CodecBit rate mode : VariableBit rate : 96.0 KbpsMaximum bit rate : 117 KbpsChannel(s) : 2 channelsChannel positions : Front: L RSampling rate : 48.0 KHzLanguage : English-------------------------------------------------------------------------------Filename : Volcano High [2001].x264.DVDrip(MartialArts).mp4MD5 : 4f4ec6bd58e57fe8422d44d2dfcd233bSHA-256 : 9e4e0671ec29f07f54d4f7a93a2357e4b6601d2599dd0298662e1890ce7cd409File Size : 1,379,082,913-------------------------------------------------------------------------------Reviews/Synopsis -------------------------------------------------------------------------------
Volcano High 2001 Torrent Download
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Introduction In mountain areas, where debris torrents might have catastrophic and dramatic impacts, "check dams" (also called debris dams or sabo dams) can be used to reduce the impact of debris torrents. Debris dams are common features in Europe, North America and Far East Asia. Illustrations are shown in NAKAO (1993) and CHANSON (2001). The term "debris dam" is used to describe both consolidation dams and sediment retention structures. The former is generally a wall-type structure (e.g. Photo No. 1). It is designed to elevate the torrent bed, to fix and to stabilise the bottom profile. The latter type of structure is commonly an open structure (i.e. grid dam, beam dam and split dam) designed for the trapping of medium- to large-size debris (rocks, boulders, logs) (e.g. Photo No. 2). ARMANINI et al. (1991) described several examples of open structure check dams. The dam construction decision process is a very important step in the design. The choice of debris dam(s) building and their location must be sound and optimal to prevent debris flow catastrophes.
Sabo works in Japan The Japanese islands is characterised by a steep unstable topography with frequent volcanic activities and earthquakes. Debris flows are frequent and numerous disasters occurred. The original purpose of the sabo structures was to reduce the excess sediment discharge to prevent river degradation further downstream and to enable ship navigation in the downstream streams. More recently the emphasis of Sabo works shifted to the control of debris flows. In Japanese, the direct translation of Sabo (sa-bo) is "sand protection". Generally the term "sabo works" refers to mountain protection system. Early sabo works were undertaken during the 17th and 18th centuries. For example, a 10-m high masonry soil-retention structure in Fukuyama (Hiroshima prefecture) is still standing. During the second half of the 19th century and early 20th century, numerous sabo works were constructed under the guidance of foreign engineers and of Japanese engineers educated in Europe. For example, Dutch engineers were invited to come to Japan in 1873, among which Johannis de RIJKE had a very significant great influence. The Austrian engineer Hoffman designed sabo works near the town of Seto, 20 km NE of Nagoya, in 1909. Photo No. 31 shows an artificial stepped channel designed by a Japanese engineer, modeled on Durance catchment works (construction : 1916-18) near Matsumoto, Nagano Prefecture. The first concrete sabo check dam was completed in 1916 : i.e., the Ashiyasu dam, Yamanashi Prefecture which is still standing. A major debris structure is the 63-m high Shiraiwa Sabo dam (also called Siraiwa dam). The main dam is equipped with a 12-step overflow spillway (NAKAO 1993) and it is designed to trap up to 1 Mm3 of sediment. Another large sabo structure is the Mount Tokachidake Sabo works in the Furano river catchment. After completion, the sabo system include 72 check dams, 11 slit dams and 71 consolidation dams. The total cost was 0.8 Billion of yens in 1993. An interesting example of sabo works system is the Kakurajima Volcano Sabo works. The Kakurajima island is 12 km wide by 19 km long. The volcano is active and large scale volcano eruption took place in 1471-1476, 1779-1785, 1914 and 1946. All 18 rivers are equipped with Sabo works and debris flow occurred each year. During debris runoff, the velocity of debris flow were observed to reach 40 to 70 km/h (NAKAO 1993).
Sabo check dams The most common type of sabo dams is the vertical concrete wall (e.g. Photo No. 6, Photo No. 7, Photo No. 10, PhotoNo. 34,). The structure has the initial purpose to trap sediment material (Photo No. 18) and to reduced the slope of the upstream catchment when the reservoir is filled (Photo No. 35). The downstream face of the dam is nearly vertical, followed by a short stilling structure. In steep topography, the downstream channel may be stepped to contribute to further energy dissipation, in a fashion somehow similar to stepped spillways (PhotoNo. 6, Photo No. 19) (1). Dam heights range from 3 to 15 m typically. Other types of sabo check dams include permeable check dams, tubular grid dams, slit dams and overflow stepped weirs. Permeable check dams are designed to trap small to medium size debris. They do not hold water. In forest areas, permeable dam may be made of steel grids. Figure 8 shows a permeable structure near Matsumoto, Nagano prefecture. Others may be made of concrete elements commonly used for coastal protection. Photo No. 2 shows a permeable Sabo work off Takatoyo beach, Enshu coast while Photo No. 23 presents debris material and concrete blocks on the Osawa-gawa, Western slope of Mount Fuji. Tubular grid dams are made of large-size steel tubes (diameters between 0.5 to 1 m) anchored in reinforced concrete foundations. They are designed to hold heavy sediment blocks (e.g. boulders, huge rocks) weighting over 10 tons. Figure 15 shows a tubular grid structure, 9 m high, 60 m long. The steel tubular elements are 7 m high and the tube diameter is 0.7 m. The design technique was developed in the late 1960s, but it became more common since the late 1980s. Slit check dams are a form of permeable debris dams for medium-size debris. They are designed with one or several vertical opening(s) to allow small to medium flow while large flow will overtop the structure. Photo No. 4 shows the Inokubo-kawa Kikan Sabo system (Mt Fuji, Japan). The Inokubo stream is located on the Western slope of Mt Fuji, close to Osawa-gawa and Urui river. A major debris retention system, called Inokubo-kawa Kikan, was in construction in Nov. 2001. The system includes a flat, wide flood plain area to store large material and a slit check dam downstream. ARMANINI and LARCHER (2001) presented recently a detailed model study of slit check dams (single opening). Another form of check dams is the series of overflow stepped weirs. Each structure is about 1 to 4 m high. Stepped overflow weirs are designed to reduce the upstream slope while the steps contribute to some energy dissipation of the overflow at small to medium flow rates. For large flows, the weir acts as a large roughness element. Examples include Photo No. 9 near Mitomi town, Yamanashi prefecture and Photo No. 43 in Wales (UK).
Populations of Holothuria scabra at Abu Rhamada Island were investigated during 52 months, from July 1999 to October 2003. During the first 23 months (July, 1999-May, 2001) the Island had a robust population with a tri-modal size frequency distribution curve, very high densities (85.7-95.1 ind./100 m2 at the sandy habitat), high abundance (3362-3110 individuals) and biomass (46.7-34.3 kg/100 m2). Also, during this period most individuals were at depths between 4 and 6m and no individuals were recorded deeper than 15m. The population declined after harvesting began (June, 2001) and by March, 2002 the size frequency distribution showed a bimodal pattern with an obvious decrease in abundance of large individuals. There was also a slight reduction in densities (73.2-60.1 ind./100 m2 at the sandy habitat), abundance (2292-1682 individuals) and biomass (21.6-11.3 kg/100 m2), and a marked shift towards deeper waters. Overfishing reached its maximum during the final 19 months of the study, and by October, 2003, density (30.7-0.4 ind./100 m2 at the sandy habitat), abundance (802-10 individuals) and biomass (6.9-0.1 kg/100 m2) were all greatly reduced. The size frequency distribution of the population became unimodal, large animals disappeared and no recruits were seen. During this period, individuals were found at very deep depths (30 to >40 m). The study also showed that sandy substrate was the preferred habitat for H. scabra, accommodating the largest number of individuals. The population of H. scabra at Abu Rhamada Island was found to spawn biannually from 1999 to 2001, then only once during 2002 when high fishing pressure occurred, and ceased completely in 2003. The sex ratio was not significantly different from 1:1 before fishing begun, but shifted to an increasing male bias reaching 93% males by January 2003. None of the small animals remaining after January, 2003 could be sexed. Size at sexual maturity decreased from prefishing (185 mm for females and 160 mm for 2ff7e9595c
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