Volcano High 2001 Torrent Download

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Video Information=20
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Type.................: Movie
File Validation......: MD5 SHA-256 HASH

Title................: Volcano High, "WaSanGo" (original title)
Studio...............: Shin Seung-soo Productions
Actors...............: Jang Hyuk, Shin Min-Ah, Kim Soo-Roh, Kwon Sang-Woo
Directors............: Tae-gyun Kim
Writers..............: Tae-gyun Kim, Dong-heon Seo
Genre................: Action  Fantasy
Release Date.........: 5 December 2001 (South Korea)=20
Duration.............: 01:35:15 (per actual main feature)
Rated................: PG-13=20
Cover(s) Included....: Yes=20

Language.............: English, Korean
Subtitles............: English
Resolution...........: 480p   16x9
Source...............: Retail R2 DVD

IMDb Information.....:=20
IMDb Rating..........: 6.1
RottenTomatoes.......: -high2003/
RT Rating............: 59%

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Encoding/Bitrate Information=20
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Format : MPEG-4
File size : 1.28 GiB
Overall bit rate mode : Variable
Overall bit rate : 1 930 Kbps

Video

Format : AVC
Format/Info : Advanced Video Codec
Format profile : [email protected]=20
Format settings, CABAC : Yes
Format settings, ReFrames : 6 frames
Bit rate : 1 726 Kbps
Width : 720 pixels
Height : 576 pixels
Display aspect ratio : 16:9
Frame rate mode : Variable
Frame rate : 25.000 fps
Minimum frame rate : 8.333 fps
Maximum frame rate : 25.000 fps
Standard : PAL
Bit depth : 8 bits
Scan type : Progressive
Writing library : x264 core 130 r2273 b3065e6

Audio #1

Format : AAC
Format/Info : Advanced Audio Codec
Bit rate mode : Variable
Bit rate : 96.0 Kbps
Maximum bit rate : 117 Kbps
Channel(s) : 2 channels
Channel positions : Front: L R
Sampling rate : 48.0 KHz
Language : Korean

Audio #2

Format : AAC
Format/Info : Advanced Audio Codec
Bit rate mode : Variable
Bit rate : 96.0 Kbps
Maximum bit rate : 117 Kbps
Channel(s) : 2 channels
Channel positions : Front: L R
Sampling rate : 48.0 KHz
Language : English

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Filename : Volcano High [2001].x264.DVDrip(MartialArts).mp4
MD5 : 4f4ec6bd58e57fe8422d44d2dfcd233b
SHA-256 : 9e4e0671ec29f07f54d4f7a93a2357e4b6601d2599dd0298662e1890ce7cd409
File Size : 1,379,082,913
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Reviews/Synopsis=20
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Volcano High 2001 Torrent Download
Download https://t.co/moAhlidQQ4



I only put links for direct downloads as pretty much everything is on torre=
nt. Feel free to message me if there is an error, if you have another link,=
 a suggestion, or just about anything else.=20

- Some movies can only be dled via torrents, and it will clearly be stated.
- Soft subs links are only there as a safety net.
- For all dramacool.io links, it is possible to stream and download. (Big t=
hanks to  jelem1009 for linking me to this website)

Introduction=20
 In mountain areas, where debris torrents might have catastrophic and drama=
tic impacts, "check dams" (also called debris dams or sabo dams) can be use=
d to reduce the impact of debris torrents. Debris dams are common features =
in Europe, North America and Far East Asia. Illustrations are shown in NAKA=
O (1993) and CHANSON (2001).=20
 The term "debris dam" is used to describe both consolidation dams and sedi=
ment 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 o=
pen structure (i.e. grid dam, beam dam and split dam) designed for the trap=
ping of medium- to large-size debris (rocks, boulders, logs) (e.g. Photo No=
. 2). ARMANINI et al. (1991) described several examples of open structure c=
heck dams.=20
 The dam construction decision process is a very important step in the desi=
gn. The choice of debris dam(s) building and their location must be sound a=
nd optimal to prevent debris flow catastrophes.

Sabo works in Japan=20
 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 w=
as to reduce the excess sediment discharge to prevent river degradation fur=
ther downstream and to enable ship navigation in the downstream streams. Mo=
re recently the emphasis of Sabo works shifted to the control of debris flo=
ws.=20
 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 prefe=
cture) is still standing. During the second half of the 19th century and ea=
rly 20th century, numerous sabo works were constructed under the guidance o=
f foreign engineers and of Japanese engineers educated in Europe. For examp=
le, Dutch engineers were invited to come to Japan in 1873, among which Joha=
nnis 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 Japane=
se engineer, modeled on Durance catchment works (construction : 1916-18) ne=
ar Matsumoto, Nagano Prefecture. The first concrete sabo check dam was comp=
leted 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 S=
iraiwa dam). The main dam is equipped with a 12-step overflow spillway (NAK=
AO 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 catc=
hment. After completion, the sabo system include 72 check dams, 11 slit dam=
s 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 Sab=
o 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=20
 The most common type of sabo dams is the vertical concrete wall (e.g. Phot=
o No. 6, Photo No. 7, Photo No. 10, PhotoNo. 34,). The structure has the in=
itial purpose to trap sediment material (Photo No. 18) and to reduced the s=
lope 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 sti=
lling 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.=20
 Other types of sabo check dams include permeable check dams, tubular grid =
dams, slit dams and overflow stepped weirs. Permeable check dams are design=
ed to trap small to medium size debris. They do not hold water. In forest a=
reas, 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 permeab=
le Sabo work off Takatoyo beach, Enshu coast while Photo No. 23 presents de=
bris material and concrete blocks on the Osawa-gawa, Western slope of Mount=
 Fuji.=20
 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 t=
ons. Figure 15 shows a tubular grid structure, 9 m high, 60 m long. The ste=
el 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 sho=
ws 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 ri=
ver. A major debris retention system, called Inokubo-kawa Kikan, was in con=
struction in Nov. 2001. The system includes a flat, wide flood plain area t=
o store large material and a slit check dam downstream. ARMANINI and LARCHE=
R (2001) presented recently a detailed model study of slit check dams (sing=
le opening).=20
 Another form of check dams is the series of overflow stepped weirs. Each s=
tructure is about 1 to 4 m high. Stepped overflow weirs are designed to red=
uce the upstream slope while the steps contribute to some energy dissipatio=
n 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).=20


Populations of Holothuria scabra at Abu Rhamada Island were investigated du=
ring 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 biomas=
s (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. T=
he population declined after harvesting began (June, 2001) and by March, 20=
02 the size frequency distribution showed a bimodal pattern with an obvious=
 decrease in abundance of large individuals. There was also a slight reduct=
ion in densities (73.2-60.1 ind./100 m2 at the sandy habitat), abundance (2=
292-1682 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 a=
t the sandy habitat), abundance (802-10 individuals) and biomass (6.9-0.1 k=
g/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 habit=
at for H. scabra, accommodating the largest number of individuals. The popu=
lation of H. scabra at Abu Rhamada Island was found to spawn biannually fro=
m 1999 to 2001, then only once during 2002 when high fishing pressure occur=
red, and ceased completely in 2003. The sex ratio was not significantly dif=
ferent from 1:1 before fishing begun, but shifted to an increasing male bia=
s reaching 93% males by January 2003. None of the small animals remaining a=
fter January, 2003 could be sexed. Size at sexual maturity decreased from p=
refishing (185 mm for females and 160 mm for
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