International Journal of Emerging Technology and Advanced Engineering
Website: www.ijetae.com (
ISSN 2250-2459,
ISO 9001:2008 Certified Journal,
Volume 4, Issue 12, December 2014)
122
Review of the Research on Debris Flows in Taiwan during Past
Thirty Years
Huang Li-Jeng
Associate Professor, Department of Civil Engineering, National Kaohsiung University of Applied Science, 80778, Taiwan,
Republic of China
Abstract—This paper presents a historical review of research on debris flow during past thirty years since 1980. The content includes mainly the mechanics, mitigation and assessment of debris flows and divided into the following ten subjects related to debris flows: (1) initiation process; (2) fundamental rheology; (3) velocity distributions; (4) stoppage and deposition; (5) impact force on structures; (6) mechanics and characteristics (theoretical, numerical, experimental and in-site investigation); (7) debris-flow countermeasures; (8) hazard prediction and assessment; (9) monitoring and alert; (10) case studies. Review on the development and suggested future research topics will be explained.
Keywords—Debris Flows, Disaster Mitigation, Historical Review, Natural Hazards, Researches in Taiwan.
I. I
NTRODUCTIONDebris flow is a flow composed of mud, clay, sand,
gravels, water, air and so forth, flowing down mainly due
to its gravitational force. Natural disasters caused by debris
flows often occur all over the world recently and there are
many natural or manmade factors leading to these
tremendous accidents [1-2]. Development of prevention
techniques is obviously based on the understanding and
analysis of the mechanical behavior of debris flow [3].
Occurrence of debris flow depends highly on local
topographic, meteorological, geologic, and hydrologic
conditions. However, there are many factors influence the
occurrence of debris flow in a region. For example, the
special features and natural reasons that cause debris flows
often occur in Taiwan and can be referred to the two
published books on debris flows [4, 5].
There are also some important research papers
concerning about the historical review on the debris-flows
analysis, hazards and mitigation works (Jan and Shen, 1993;
Chen et al. 2004; Wu et al. 2006; Lin, 2006).
The Water and Soil Conservation Bureau of Council of
Agriculture of Executive Yuan, Taiwan, published Debris
Flow Annual Report since 2003 and has built up a website
named Debris Flow Disaster Prevention Information from
which people can browse a lot of information on debris
flow in Taiwan.
Figure 1 Website for debris flow disaster prevention information
There are many researchers conducted a lot of studies on
debris flow in various topics. Their research works usually
published and can be searched from some famous
periodicals related to the debris-flow study such as:
(1) Journal of Chinese Soil and Water Conservation;
(2) Journal of Soil and Water Conservation;
(3) Sino-Geotechnics;
(4) Journal of Taiwan Disaster Prevention Society;
(5) Journal of Slopeland Hazard Prevention;
(6) Journal of Chinese Agricultural Engineering.
(7) Journal of the Chinese Institute of Civil & Hydraulic
Engineering;
(8) Journal of Technology;
(9) Journal of Crisis Management;
(10) City and Planning.
In the following the researches on debris flows in
Taiwan during past 30 years since 1985 to 2014 are
reviewed and summarized. The percentage of each
concerned topic (from the statistical data of the reference
list) is illustrated in Fig. 1 from which we can understand
that hazard prediction and assessment of debris-flows got
the highest attention (18.75%); the second is the initial
process of debris-flow (14.77%); while the third is case
studies (10.80%); and those lower than 5% need to be
improved in the future.
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It is interesting that some researchers started to apply
techniques related to artificial intelligence (AI) to
debris-flow hazard assessment and prediction: expert systems
(Lin, 2000); fuzzy reasoning system (Chen, 2006);
case-based system (Tsai, 2007). In this trend of development
there are many different expert systems can be attempted:
framed-based, knowledge-based, learning-based (ANNs)
and hybrid systems. Furthermore, some techniques in
knowledge engineering (KE) can also be applied to assess
and predict the debris-flow hazards.
X. M
ONITORINGA
NDA
LARMO
FD
EBRISF
LOWSBuilding up the monitoring and alert is the practical,
efficient and direct approaches for real-time warning the
occurrence of debris flows. Some researches had been
conducted: forecast and alarm system (Lien, 1997);
application of intelligent control theory (Chang and Lee,
1997); application of hydrologic and physiographic criteria
(Fan and Lin, 1997); rainfall-based warning model (Jan
and
Lee,
2004);
rainfall
duration-based
real-time
monitoring (Chen et al., 2005); automatic monitoring
systems (Yin, et al., 2006; Yin, et al., 2011); underground
sound together with wavelet transform technique (Fang, et
al. 2008; Fang et al., 2011).
There can be many trials on this topic including passive
and active techniques, especially recent years rapid
development of smart phones and hand-held tablets and
Apps. The building monitoring and alarm system using
smart phones via techniques of Bluetooth, Wi-Fi and
remote communication can be attempted so that people can
be alerted in time and prepared to escape from the potential
disasters,
XI. C
ASES
TUDIESO
FD
EBRIS-F
LOWSH
AZARDSCase studies of debris-flow hazards are sorrowful but
valuable works for the researchers. Collecting in-site data
for future study and disaster mitigation make researchers
understand more on the occurrence, initiation, stoppage,
deposition of the debris-flow and can conduct more study
on prediction and assessment (Huang and Chiang, 1991).
Taiwan is prone to occurrence of debris flow so that many
case studies have been conducted: Feng-Chiu (Yu and
Chen, 1987); Tung-Men (Yu, 1990); Chi-Nan Ravine
(Chang, 1995); Hsu-Mei-Chi Creek (Huang, 1997, 1998);
Central Taiwan (Chen, et al., 2004); Taipei City (Yu et al.,
2006); Chai-Yi Feng-Shan watershed (Lien, et al. 2008).
Some researches concentrated on the study of landslides
induced by typhoons: Morakot (Chen et al. 2009; Wang et
al., 2010; Chen et al. 2011; Jan, et al., 2011; Lin, et al.,
2011).
Case study of debris-flow induced by landslides (Liaw et
al. 1999); erosion mechanism and mitigation (Chang and
Wang, 2000; Chou, et al., 2000; Lin, et al. 2000); landslide
dam breach induced debris-flow (Chen, et al., 2004).
There is a famous Chinese classic proverb: Human
wisdom can prevail over nature. It is expected more
researches can be conducted for thorough study on each
debris-flow disaster occurred in Taiwan to build up
complete data-bases for researches on the prediction,
assessment and alert of debris-flow hazards. However, this
is an time-consuming task and team-working is required.
XII. C
ONCLUDINGR
EMARKSA historical review of research on debris flows during
past thirty years in Taiwan has been conducted. The
content includes mainly the mechanics, mitigation and
assessment of debris flows and divided into ten subjects: (1)
initiation process; (2) fundamental rheology; (3) velocity
distributions; (4) stoppage and deposition; (5) impact force
on structures; (6) mechanics and characteristics (theoretical,
numerical, experimental and in-site investigation); (7)
debris-flow countermeasures; (8) hazard prediction and
assessment; (9) monitoring and alarm; (10) case studies.
Review on the development and suggested future research
topics are also explained.
REFERENCES
I. I
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II. I
NITIATIONP
ROCESSES OFD
EBRISF
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[28] Chen, J. C., Huang, W. S., Jan, C. D. and Tsai, Y. F. 2011. Rainfall Conditions for the Initiation of Debris Flow during Typhoon Morakot in the Chen-Yo-Lan Watershed in Central Taiwan. Italian J. Engng. Geo. Envir. (IJEGE), B-004, 31-36.
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III.
F
UNDAMENTALR
HEOLOGY OFD
EBRISF
LOWS[34] Jan, C. D. 1993. Dynamic Internal Friction Angles of Idealized Debris Flow. J. Chi. Soil and Water Cons. 24(1), 29-36.
[35] Jan, C. D., Yu, C. Y. and Wu, Y. R. 1997. A Preliminary Study on Effects of Sediment Concentration on Rheological Parameters of Sediment-Water Mixture. Proc. 1st Conference of Debris Flows. 179-190.
[36] Tseng, S. H. and Yu, F. C. 1997. Mechanism of Particles’ Collision in Debris Flow. Proc. 1st Conference of Debris Flows. 191-198. [37] Jan, C. D., Chang, Y. W., Kuo, F. H. and Lo, W. C. 2009. Effects of
Solid Particles on the Rhelogical Parameters of Bingham Fluid. J. Chi. Soil & Water Cons., 40(1), 95-104. (in Chinese).
[38] Liu, K. F. and Wu, Y. H. 2012. Steady Motion of Bingham Fluid Contained between Two Concentric Cylinders. J. Chi. Soil & Water Cons., 43(3), 264-274. (in Chinese).
IV. V
ELOCITYD
ISTRIBUTION OFD
EBRISF
LOWS[39] Yu, F. C. and Chen, C. G. 1990. Basic Study on the Debris Flow: (II) Preliminary Study on the Flow Velocity of Debris Flow. J. Soil & Water Cons. 21-22(2), 115-142 .(in Chinese)
[40] Su, C. G., Lien, H. P. and Chiang, Y. C. 1993. Study on the Velocity Distribution of Debris Flow. J. Chi. Soil & Water Cons. 24(1), 75-82. (in Chinese)
[41] Lien, H. P., Su, C. G. and Chiang, Y. C. 1993. Study on the Mechanism of Debris Flow. J. Chi. Soil & Water Cons. 25(3), 151-160. (in Chinese)
[42] Ho, M. L. 1997. Study on Initiation Mechanism and Blocking Structures of Debris Flows. Doctoral Dissertation, Institute of Civil Engineering, National Taiwan University (in Chinese).
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[43] Huang, L. J. and Hsiao, D. H. 2014. A Multi-phase Mixture Theoryfor Debris Flows: Part II - Velocity Distribution on an Infinite Slope. Int. J. Emerg. Tech. and Adv. Engng. (IJETAE), 4(11), 56-64.
V. S
TOPPAGE ANDD
EPOSIT OFD
EBRISF
LOWS[44] Chiang, Y. C. and Lin, Y. Y. 1987. Preliminary Study on the Characteristics of Deposition of Debris Flow. J. Chi. Soil and Water Cons. 18(2), 15-27. (in Chinese).
[45] Yu, F. C. and Lin, C. W. 1991. Preliminary Study on the Characteristics of Deposition of Debris Flow. J. Chi. Soil & Water Cons. 22(2), 1-20. (in Chinese)
[46] Yu, F. C. 1992. Studies on the Characteristics of Deposition of Debris Flow (II): on the Deposition Forms of Debris Flow. J. Chi. Soil & Water Cons. 23(1), 1-16. (in Chinese)
[47] Yu, F. C. 1993. Studies on the Characteristics of Deposition of Debris Flow (III): on the Progression of Deposition in Sequent Debris Flow. J. Chi. Soil & Water Cons. 24(1), 45-53. (in Chinese) [48] Lin, P. S., Feng, T. Y. and Lee, C. M. 1993. A Study on the
Initiation Characteristics of Debris Flow in Gravelly Deposits. J. Chi. Soil & Water Cons. 24(1), 55-64 (in Chinese).
[49] Chen, R. H., Huang, T. H., Tsay, T. K., Fan, C., Lin, M. L., Chen, F. Y. 1993. Study on the Debris Flows in Hua-Lien Aera (I), Report of National Science Council, NSC 81-0414-P002-16-B. (In Chinese). [50] Chiang, Y. C., Huang, J. J., Lien, H. P., Lin, H. M. and Wu, C. D.
1993. Study on the Effects of the Flume Diffusion Angle on the Deposition of Debris-Flow. J. Chi. Soil and Water Cons. 24(2), 91-99. (in Chinese).
[51] Jan, C. D. 1994. Assessment and Prediction of Debris Flow Hazards. J. Chi. Soil & Water Cons. 25(2), 95-102. (in Chinese)
[52] Shieh, C. L.. Tsai, Y. F. and Chang, T. C. 1995. Erosion and Deposition Processes of Debris Flow. J. Chi. Soil & Water Cons. 26(4), 253-267. (in Chinese)
[53] Shieh, C. L. and Tsai, Y. F. 1997. Experimental Study on the Configuration of Debris-Flow Fan. Proc. 1st Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. San Francisco, California, Aug. 7-9, 1997. (Edi. Chen, C-L). ASCE, New York. 133-142.
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[56] Tseng, W. R. 2011. Study of Deposition Length of Debris Flow Using Small Channel Apparatus. Master Thesis. Institute of Civil Engineering and Disaster Mitigation Technology. National Kaohsiung University of Applied Science. (in Chinese)
VI. I
MPACTF
ORCE OFD
EBRISF
LOWS ONS
TRUCTURES[57] Yu, F. C. 1992. A Study on the Impact Force of Debris-Flow. Proc. Nation. Sci. Counc. Part A: Phys. Sci. and Engng. 16(1), 32-39. [58] Lin, H. C. 1994. The Impact Force of Dams by Debris Flow. Master
Thesis. Nat. Chung-Hsing Univ., Taiwan. (in Chinese)
[59] Shiau, C. Y. 1995. A study of the Impact Force on Slit Dam by Debris Flow. Master Thesis. Nat. Chung-Hsing Univ., Taiwan. (in Chinese)
[60] Liu, K. F. and Yu, B. 1996. Impact Force and Energy Dissipation of Concave Debris Dams. Proc. 8th Hydra. Engng. Taipei,Taiwan. 521-528. (in Chinese).
[61] Liu, K. F. and Lee, F. C. 1996. A Study of the Impact Force on Debris Dams. 8th Conf. Hydra. Engng. 577-584. (in Chinese). [62] Liu, K. F., Lee, F. C. and Tsai, H. P. 1997. The Flow Field and
Impact Force on a Debris Dam. Proc. 1st Int. Conf. on Debris-Flow Hazards Mitigation: Mechanic, Prediction, and Assessment. San Francisco, California, Aug. 7-9, 1997. (Edi. Chen, C-L). ASCE, New York. 737-746.
[63] Ting, C. S., Shieh, C. L., Syu, C. and Pan, H. W. 2006. Study on the Impact Force of Debris Flow on Curved Dam. J. Taiwan Hydraulic Engineering, 54(3), 118-28.
VII. M
ECHANICS ANDC
HARACTERISTICS OFD
EBRISF
LOWSA. Theoretical Studies
[64] Lien, H. P. 1997. Quantitative Classification on Debris Flow. 1997. J. Chi. Soil & Water Cons. 28(2), 129-136. (in Chinese)
[65] Huang, L. J. and Hsiao, D. H. 2014. A Multi-phase Mixture Theory for Debris Flows: Part I - Model Equations of Debris Flows. Int. J. Emerg. Tech. and Adv. Engng. (IJETAE), 4(11), 46-55.
B. Numerical Simulations
[66] Shieh, C. L. and Hsu, J. H. 1992. Numerical Study on Flow and Deposition of the Debris Flow. Proc. 6th Conf. Hydra. Engng., July 10-11, 1992. Hsin-Chu, Taiwan. 274-285. (in Chinese)
[67] Liu, K. F., Kuo, C. K. and Wu, C. S. 1993. Granular Flows on Mild Inclines. J. Chi. Soil and Water Cons. 24(1), 1-11. (in Chinese). [68] Shieh, C. L. and Tsai, Y. F. 1994. Numerical Study on Erosion and
Deposition of the Debris Flow. Proc. 7th Conf. Hydra. Engng., July 8-9, Kee-Lung, Taiwan. G27-G42. (in Chinese).
[69] Liu, K. F. and Yang, M. R. 1994. Debris Flow Affected by Channel Variation. Proc. 7th Conf. Hydra. Engng., July 8-9, Kee-Lung, Taiwan. G112-123. (in Chinese).
[70] Jan, C. D., Chen, J. C. and Hwang, G. W. 1996. Application of Kinematic Wave Model to 1D Debris Flow Routing. J. Chi. Soil & Water Cons. 26(2), 119-126. (in Chinese)
[71] Shieh, C. L., Jan, C. D. and Tsai, Y. F. 1996. A Numerical Simulation of Debris Flow and Its Applications. J. Int. Soc. Prev. and Mit. on Nat.Haz.13,39-54.
[72] Liu, K. F. and Huang, M. T. 1996. Study of the Front Shape of 3D Stationary Debris Flows. Proc. 8th Hydra. Engng. Taipei, Taiwan. 529-536. (in Chinese).
[73] Liu, K. F. and Yang, M. R. 1997. Numerical Simulation of a Semi-Three Dimensional Debris Flow. Proc. 1st Conference of Debris Flows. 157-170.
[74] Jan, C. D. 1997. A Study on the Numerical Modeling of Debris Flows. Proc. 1st Int. Conf. on Debris-Flow Hazards Mitigation: Mechanic, Prediction, and Assessment. San Francisco, California, Aug. 7-9, 1997. (Edi. Chen, C-L). ASCE, New York. 717-76. [75] Jan, C. D., Wang, Y. Y. and Han, W. L. 2000. 1997. A Study on
the Numerical Modeling of Debris Flows. Proc. 2nd Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Taipei, Taiwan, Aug. 16-18. (ed. by Wieczorek, G. G. and Naeser, N. D.) A. A. Balkema, Rotterdam, Brookfield. 369-372.
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[76] Liu, K. F. and Lai, K. W. 1998. One-Dimensional Varied DensityDebris Flow Model. Proc. 9th Conf. Hydra. Engng. July 8-9, 1998. Tau-Yuan, Taiwan. H89-H96. (in Chinese),
[77] Liu, K. F. and Lai, K. W. 2000. Numerical Simulation of Two-dimensional Debris-Flows. Proc. 2nd Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Taipei, Taiwan, Aug. 16-18. (ed. by Wieczorek, G. G. and Naeser, N. D.) A. A. Balkema, Rotterdam, Brookfield. 531-535.
[78] Liu, K. F. and Huang, M. C. 2006. Numerical Simulation of Debris Flow with Application on Hazard Area Mapping. Computat. Geosci. 10, 221-240.
[79] Tsai, M. P., Hsu, Y. C., Li, H. C., Shu, H. M. and Liu, K. F. 2011. Application of Simulation Technique on Debris Flow Hazard Zone Delineation: A Case Study in the Daniao Tribe, Eastern Taiwan, Nat. Hazards and Earth System Sci. 11(11), 3053-3062.
[80] Tseng, W. H., Hsu, Y. C., Lai, W. C., Jan, C. D. and Hsieh, C. L. 2011. The Debris Flow Numerical Model with Erosion and Deposition Effects: An Application in Jao-Pu Creek, Hsiao-Lin Village., J. Chi. Soil & Water Cons., 42(3), 219-227. (in Chinese). [81] Lin, Y. I. , Jan, C. D. and Kuo, F. H. 2013. Numerical Simulation of
Debris Flow in Jiao-Pu Creek., J. Taiwan Disaster Prevention Society, 5(1), 51-61. (in Chinese).
[82] Hsu, Y. C., Yen, H., Tseng, W. H. and Jan, C. D. 2014. Numerical Simulation on a Tremendous Debris Flow Caused by Typhoon Morakot in the Jiaopu Stream, Taiwan. J. of Moun. Sci. 11(1), 1-18.
C. Experimental Tests
[83] Chiang, Y. C., Wang, D. Y., Lien, H. P. and Huang, J. J. 1992. Study on the Effects of Dam and Downstream Bed’s Characteristics on the Flowing of Debris-Flow. J. Chi. Soil and Water Cons. 23(2), 135-143. (in Chinese).
[84] Yu, F. C. and Lai, C. H. 1996. Flowing Characteristics of Debris Flow with Different Grain Size Compositions. J. Chi. Soil & Water Cons. 27(3), 213-222. (in Chinese)
[85] Jan, C. D. and Chen, J. C. 1997a. A Preliminary Experimental Study on Debris Flows in a Vertically Rotating Flume. Proc. 1st Conference of Debris Flows. 199-209.
[86] Jan, C. D. and Chen, J. C. 1997b. Application of a Vertically Rotating Flume to Study the Flow Behavior of Sediments. J. Chi. Soil & Water Cons. 28(2), 157-164. (in Chinese)
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