• 沒有找到結果。

Review of the Researches on Debris Flows in Taiwan during Past Thirty Years

N/A
N/A
Protected

Academic year: 2021

Share "Review of the Researches on Debris Flows in Taiwan during Past Thirty Years"

Copied!
8
0
0

加載中.... (立即查看全文)

全文

(1)

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

NTRODUCTION

Debris 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.

(2)

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)

125

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

ONITORING

A

ND

A

LARM

O

F

D

EBRIS

F

LOWS

Building 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

ASE

S

TUDIES

O

F

D

EBRIS

-F

LOWS

H

AZARDS

Case 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

ONCLUDING

R

EMARKS

A 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

NTRODUCTION

[1] Takahashi, T. 1991. Debris Flow, Balkema, Rotterdam.

[2] Jan, C. D. 2000. Introduction to Debris Flows, Science and Technology Books Company, Taiwan, R. O. C. (in Chinese). [3] Huang, L. J. 2001. Introduction to Theory and Practice of

Debris-Flow Hazards Mitigation, Chuan-Hwa Publishing Ltd., Taiwan, R.O.C. (in Chinese).

[4] Jan, C. D. and Shen, H. W. 1993. A Review of Debris Flow Analysis. Proc. XXV Congress, IAHR, 3, 25-32.

[5] Chen, R. H., Lin, M. L., Liao, H. J.,Lin, S. S., Liao, J. T., Nelson Chou, N. S. and Lee, W. F. 2004. Review and Forethrough of Mitigation Works of Landslide and Debris Hazards. Sino-Geotechnics, 100, 107-126. (in Chinese).

[6] Wu, J. M., Yu, F. C. and Chao, C. M. 2006. The Earth Disasters of Slope Lands in Taiwan. J. of Envir. and Manag. VII(1) 86-98. [7] Lin, M. L. 2006. Debris Flow Hazards and Mitigations in Taiwan.

Keynote Speech, Proc. the 2nd Taiwan-Japan Joint Workshop on Geotechnical Hazards from Large Earthquakes and Heavy Rainfall, Japan.

II. I

NITIATION

P

ROCESSES OF

D

EBRIS

F

LOWS

[8] Wu, J. S. and Chiang, Y. C. 1985. Study on the Relation Between the Geomorphic Factors and the Occurrence of Debris-Flow on the Forestland in Lin-Kou Terrace Area. J. Soil and Water Cons. 16(2), 48-58. (in Chinese).

(3)

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)

126

[9] Zheng, R. T. and Chiang, Y. C. 1986. Preliminary Study on the

Characteristics of Occurrence of Debris Flow. J. Chi. Soil & Water Cons. 17(2), 50-69 (in Chinese).

[10] Yu, F. C. 1987. Basic Study on the Debris Flow: (I) Study on the Mechanism of the Occurrence of Debris Flow J. Chi. Soil & Water Cons. 18(2), 28-40 (in Chinese)

[11] Feng, C. Y. 1988. Characteristics of Debris Flow Initiation in Stony Soil Layer. Master Thesis. Depart. Civil Engng. Nat. Chung-Hsing Univ., Taichung, Taiwan. (in Chinese).

[12] Huang, H. B. 1991. Fundamental Study of Debris Flow. Report of National Science Council, No. 80-12. (In Chinese).

[13] Chiang, Y. C. and Lin, C. Y. 1991. An Analysis of Rainfall Characteristics for Debris Flow Events in Taiwan. J. Chi. Soil & Water Cons. 22(2), 21-37 (in Chinese)

[14] Huang, H. B. 1993. Study on Relationship between Critical Angle for Occurrence of Debris Flow and Water Content in Unsaturated Deposits. J. Chi. Soil & Water Cons. 24(1), 21-28 (in Chinese) [15] 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).

[16] 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). [17] Shieh, C. L., Luh, Y. C., Yu, P. S. and Chen, L. J. 1995. The Critical

Line of Debris Flow Occurrence. J. Chi. Soil & Water Cons. 26(3), 167-172 (in Chinese).

[18] Lien, H. P. 1996. Failure Model of Sediment Layer and Its Transformation into Debris Flow in Channel Bed. 8th Conf. Hydra. Engng. Taipei, Taiwan. 561-568.

[19] Lien, H. P. and Chao, S. C. 1996. Failure Model of Sediment Layer and Its Transformation into Debris Flow in Channel Bed. J. Chi. Soil & Water Cons. 27(3), 175-183. (in Chinese)

[20] Fan, J. C. and Mao, C. T. 1997. Rainfall Characteristics at the Places Where Debris Flows Had Ever Occurred in Shou-Lin, Hua-Lien. J. Chi. Soil & Water Cons. 28(1), 47-57. (in Chinese)

[21] Fan, J. C. and Mao, C. T. 1997. Hydrograph at the Places Where Debris Flows Had Ever Occurred in Shou-Lin, Hua-Lien-Using a Watershed Model and Simulated Rainfall. J. Chi. Soil & Water Cons. 28(1), 75-86. (in Chinese)

[22] Chou, H. T. and Liaw, W. M. 1998. Study on the Mechanism of the Occurrence of Debris Flow by Excess Pore Pressure in Channel Bed. Proc. 9th Conf. Hydra. Engng. July 8-9, Tau-Yuan, Taiwan. H69-H77. (in Chinese).

[23] Chen, R. H. and Yang, S. C. 2000. Study on Debris-Flow Triggered by Pore Water Pressure. 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. 61-65.

[24] Lin, M. L. and Wang, K. L. 2006. Seismic Slope Behavior In Large-Scale Shaking Table Model Test. Engng. Geo. 86. 118-133. [25] Lin, M. L. and Lu, B. H. 2007. Numerical Simulation of Debris

Flow Initiation Caused by Up-Welling Ground Water and Surface Runoff. EGU General Assembly, Vienna, Austria.

[26] Chen, R. H., Kuo, K. J., Chien, W. N. 2010. Laboratory Study on the Failure Mechanism of Granular Soil Slopes with Different Profiles. Proc. of the 4th Japan-Taiwan Joint Workshop on Geotechnical Hazards form Large Earthquakes and Heavy Rainfalls”, Oct. 25-27, Sendai, Miyagi, Japan, pp. 267-276.

[27] Wang, K. L. and Lin, M. L. 2010. Development of Shallow Seismic Landslide Potential Map Based on Newmark‘s Displacement: The Case Study of Chi-Chi Earthquake, Taiwan. Environmental Earth Sciences. 60. 775–785.

[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.

[29] Wu, Y. H. and Liu, K. F. 2011. The Unified Theory of Debris Flow Initiation by Using Homogenization Theory. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-012. [30] Tsai, Y. J., Wang, K. C., Chen, Y. C. and Shieh, C. L. 2011. The

Variability in Time of the Occurrence Conditions of Debris Flow after Catastrophic Typhoons and Earthquakes: A Theoretical Explanation with Experimental Tests. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-017.

[31] Chen, R. H., Kuo, K. J., Chien, W. N., 2012. Failure Mechanism of Granular Soil Slopes under High Intensity Rainfalls. J. of GeoEngng. 7(1), 21-31.

[32] Hsiao, D. H. 2012. Investigating the Effect of Various Seepage Directions on the Mechanism of Slope and Debris Flows by Using Simplified Formula. J. Chi. Soil & Water Cons. 43(4), 285-292 (in Chinese).

[33] Huang, L. J. and Hsiao, D. H. 2014. A Multi-phase Mixture Theory for Debris Flows: Part III - Critical Angle of an Infinite Slope. Int. J. Emerg. Tech. and Adv. Engng. (IJETAE), 4(11), 65-72.

III.

F

UNDAMENTAL

R

HEOLOGY OF

D

EBRIS

F

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

ELOCITY

D

ISTRIBUTION OF

D

EBRIS

F

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).

(4)

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)

127

[43] Huang, L. J. and Hsiao, D. H. 2014. A Multi-phase Mixture Theory

for 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 AND

D

EPOSIT OF

D

EBRIS

F

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.

[54] Huang, H. P. and Su, F. C. 2007. Deposition Length of Debris Flow. J. Chi. Soil & Water Cons., 38(2), 195-204.

[55] Tsai, Y. F., Tsai, H. K. and Chen, Y. L. 2011. Study on the Configuration of Debris-Fans. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-032.

[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

MPACT

F

ORCE OF

D

EBRIS

F

LOWS ON

S

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 AND

C

HARACTERISTICS OF

D

EBRIS

F

LOWS

A. 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.

(5)

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)

128

[76] Liu, K. F. and Lai, K. W. 1998. One-Dimensional Varied Density

Debris 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)

[87] Chang, S. Y. 1998. An Experimental Study of Hydraulic Failure on Debris Flow. Proc. 9th Conf. Hydra. Engng. July 8-9, 1998. Tau-Yuan, Taiwan. H19-H28. (in Chinese).

[88] Lin, M. L. and Wang, Y. S. 1999. The Effects of Surface Runof and Ground Water on the Occurrence of Debris Flow. Sino-Geotechnics, 74, 29-38. (in Chinese).

[89] Lien, H. P. and Tsai, F. W. 2003. Sediment Concentration Distribution of Debris Flow. J. of Hydra. Engng. 129(12) 995~1000. [90] Chan, K. C. and Yu, F. C. 2003. Debris Flows Induced by Seepage.,

J. Slopeland Hazard Prevention., 2(2), 27-37.

[91] Yu, F. C., Wu, J. M. and Wong, W. M. 2006. A Study on the Characteristics of Landslide in Non-Satuation and Saturation State. J. Chi. Soil & Water Cons., 37(4), 389-398. (in Chinese).

[92] Lin, M. L., Lin, S. C. and Hung, F. Y. 2007. Debris Flow Run-Off Simulation Using Terrain Scanning – an Example of Zho-She River Watershed, Taiwan. EGU General Assembly, Vienna, Austria.

[93] Yu, F. C., Wong, W. M., Hsu, S. L. and Tung, K. H. 2007. Sediment Transportation Experiment with Overloading and Underloading in Steady Flow. J. Chi. Soil & Water Cons., 38(3), 217-226. (in Chinese).

[94] Chen, R. H., Kuo, K. J. and Chang, C. M. 2011. Experiment on the Stability of Granular Soil Slope by Rainfall Infiltration. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. June 14-17, Padua,Italy. Italian J. Engng. Geo. Envir. (IJEGE), B-035. 303-312.

[95] Liu, K. F. and Ai, Y. N. 2011. Flow Patterns for Muddy Material in a Rotating Drum. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), .B-041

D. In-Site Investigations

[96] Yu, F. C. and Chen, C. K. 1992. On the Mechanism and Investigation of Debris Flow. J. Chi. Soil and Water Cons. 24(1), 67-79. (in Chinese)

[97] Shieh, C. L., Jiang, J. H. and Chen, L. J. 1992. Field Investigation of Debris Flow in Hualien and Taitung Counties. J. Chi. Soil and Water Cons. 23(2), 109-122. (in Chinese)

[98] Chen, R. H., Lin, M. L. and Chen, H. 1993. Preliminary Study of the Material Properties of the Debris Flow at Tung-Men. J. Chi. Soil and Water Cons. 24(1), 65-73. (in Chinese).

[99] Chang, T. C. and Shieh, C. L. 1996. Field Investigation and Analysis of Debris Flow in Lan-Young East Area. J. Chi. Soil & Water Cons. 27(2), 139-150. (in Chinese)

[100] Chang, T. C. and Shieh, C. L. 1997. Field Investigation and Analysis of Debris Flow in Central of Taiwan. J. Chi. Agr. Engng. 43(3), 31-46. (in Chinese)

[101] Chuang, M. H., Chang, T. J., Lin, M. L. and Hsu, M. H. 2000. An Analysis of Debris-Flow Transport in Tributaries of Chen-Yo-Lan Creek, Taiwan. 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. 515-519.

VIII. D

EBRIS

F

LOW

C

OUNTERMEASURES

[102] Chiang, Y. C. and Lin, Y. Y. 1988. Analysis of Prevention of Debris-Flow Hazards Using Gravity-type Sabo Dams. J. Soil and Water Cons. 20, 69-87. (in Chinese).

[103] Chiang, Y. C. and Wu, D. S. 1990. Experiments on Preventing Debris-Flow by A-type Slit Dam. J. Chi. Soil & Water Cons. 21(2), 29-43.

[104] Chiang, Y. C. and Huang, Y. L. 1992. Experiments on Controlling Debris-Flow with Bottom Infiltration Screen. J. Soil and Water Cons. 24(1), 51-65. (in Chinese).

[105] Yu, F. C. 1993. Preventive Practices of Debris-Flow. J. Soil and Water Cons. 25(1), 21-28. (in Chinese).

[106] Chiang, Y. C., Lien, H. P., Lin, Y. Y., Lee, M. H. and Wu, D. S. 1993. Study on the Effect of Debris Flow Control with Open Dam. J. Chi. Soil and Water Cons. 24(1), 37-43. (in Chinese).

[107] Lin, P. S., Lai, J. B. and Liu, K. S. 1997. Retaining Effect of Open-Type Sabo Dams. Proc. 1st Conference of Debris Flows. 55-69. [108] Tsai, F. W. and Lien, H. P. 1997. Effect of Sabo Dam with a

Rectangular Slit on Block Debris Flow. J. Chi. Soil and Water Cons. 28(4), 341-351. (in Chinee).

(6)

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)

129

[109] Lien, H. P., Chen, L. J. and Lee, W. T. 1997. Deign Model of Sabo

Dam with a Rectangular Slit. Proc. 1st Conference of Debris Flows. 71-82.

[110] Ho, M. L. and Chen, R. H. 1997. The Effect of Layers of Grid Dams on the Treatment of Debris Flow. Proc. 1st Conference of Debris Flows. 93-107.

[111] Tuan, C. H. 1997. A Study on the Disaster Prevention Works Debris Flow. Proc. Trends of Tech. Water and Soil Conser. in New Century. 66-79.

[112] Chen, Y. S., Chang, Y. L., Liu, Y. W. and Liou, J. C. 1997. Analysis of Cushion Characteristics on Sabo Structure by Using Energy-Dispersion Impact Theory. Proc. 1st Nat. Debris Flow Conf., Nantou, Taiwan. 83-91.

[113] Chen, R. H. and Ho, M. L. 1997. The Effect of Open Dams on Debris Flow. 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. 626-635. [114] Lin, P. S., Chang, W. J. and Liu, K. S. 1997. Retaining Function of

Open-Type Sabo Dams. 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. 636-645.

[115] Lien, H. P., Tsai, F. W. and Lin, C. Y. 1998. An Experimental Study on Controlling of Debris Flow with a Slit Dam. J. Chi. Soil and Water Cons. 29(2), 127-139. (in Chinese)

[116] Huang, H. P. 2000. Debris-Flow Hazards and Prevention Works in Hsu-Mei-Chi Creek Watershed. 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. 565-567.

[117] Liou, J. C., Chen, Y. S. and Liu, Y. W. 2000. Impact Test for Structures with Cushion Material. 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. 569-572..

[118] Lien, H. P. 2003. Design of Slit Dams for Controlling Stony Debris Flow. Int. J. of Sed. Res. 18(1), 74-87.

IX. H

AZARDS

P

REDICTION AND

A

SSESSMENT OF

D

EBRIS

F

LOWS

[119] Yu, F. C., Wang, I. C. and Chen, L.J. 1991. A Study on the Prediction of Potential Debris Flow Hazard Area in the Li-Yu-Tan Watershed. J. Chi. Soil & Water Cons. 22(2), 39-65. (in Chinese). [120] Shieh, C. L. and Chen, L. J. 1993. A Study on the Danger Ranks of

Potential Debris-Flows. J. Chi. Soil and Water Cons. 24(1), 13-19. (in Chinese).

[121] Jan, C. D. 1994. Assessment and Prediction of Debris Flow Hazards. J. Chi. Soil and Water Cons. 25(2), 95-102. (in Chinese).

[122] Shih, B. J., Jern, K. Y., Shieh, C. L. and Chen, L. J. 1997. A Study on the Hazardous Debris-Flow Zoning. Proc. 1st Conference of Debris Flows. 141-155.

[123] Cheng, K. Y., Lin, L. K. and Chang, S. Y. 1997. The Field Investigation and GIS Application in a Potential Hazardous Area of Debris Flow. 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. 83-92. [124] Cheng, J. D., Wu, H. L. and Chen, L. J. 1997. A Comprehensive

Debris Flow Hazard Mitigation Program in Taiwan. 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. 93-102.

[125] Shih, B. J., Shieh, C. L. and Chen, L. J. 1997. The Grading of Risk for Hazardous Flow Zones. 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. 219-228.

[126] Lin, G. F. and Lai, J. N. 1998. A Study on the Zoning of Debris Flow Deposition Area. 9th Conf. Hydra. Engng. July 8-9, 1998. Tau-Yuan, Taiwan. H1-H9. (in Chinese)

[127] Yu, F. C. and Lien, H. P. 1999. A Review of the Delimitation on Dangerous Zone on Debris Flow Fan. Sino-Geotechnics., 74, 57-66. (in Chinese).

[128] Su, M. D., Wang, Y. K., Liou, J. S. and Liu, C. H. 1999. Application of Spatial Analysis on Debris Flow Potential Study- A Case Study of Chen-Yu-Lan Creek Watershed. J. Chi. Soil & Water Cons. 45(2), 52-62. (in Chinese)

[129] Huang, H. P., Cheng, H. C. and Chu, S. W. 1999. Information System for Watershed Protection and Disaster Prevention Constructions. J. Taiwan Water Cons. 47(2), 51-54. (in Chinese). [130] Liu, K. F. and Yang, M. R. 1999. Estimation of Debris Flow

Potential Hazard Area by Numerical Modeling. Sino-Geotechnics, 74, 47-56. (in Chinese).

[131] Chen, J. C. and Jan, C. D. 2000. Debris-Flow Occurrence Probability on Hillslopes. 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. 411-416.

[132] Lin, L. K. 2000. Development of Expert Systems for Mitigation of Debris-Flow Hazards. 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. 425-429.

[133] Cheng, J. D., Su, R. R. and Wu, H. L. 2000. Hydrometeorological and Site Factors Contributing to Disastrous Debris-Flow in Taiwan. 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. 583-592...

[134] Lin, P. S., Hung, J. C., Lin, J. Y. and Yang, M. D. 2000. Risk Assessment of Potential Debris-Flow Using GIS. 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. 431-440. [135] Lin, M. L., Yu, F. C., Lin, P. S., Fan, J. C. and Wang, K. L. 2000. Evaluation of Debris Flow as Potential Secondary Hazard Caused by Chi-Chi Earthquake. Sino-Geotechnics., 81, 97-104. (in Chinese).

(7)

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)

130

[136] Liu, C. N. and Gilbert, R. B. 2000. A One-dimensional Numerical

Model for Evaluating the Stability of Shallow Slopes. 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. 453-460.

[137] Yang, K. C. and Huang, H. P. 2003. Modified Debris-Flow Potential Rivers Model. J. Chi. Agri. Engng., 49(4), 25-43.

[138] Chen, C. Y., Yu, F. C., Loh, C. H., Chen, T. C. and Lee, W. C. 2005. An Introduction of Cellular Automata Theory and Its Preliminary Application on Debris Flow Hazard Simulation. J. Chi. Soil & Water Cons., 36(3), 293-300. (in Chinese).

[139] Yu, F. C., Chen, C. Y., Chen, T. C., Hung, F. Y. and Lin, S. C. 2006. A GIS Process for Delimitating Areas Potentially Endangered by Debris Flow. Nat. Hazar. 37(1-2). 169-189.

[140] Wu, J. M., Dong, J. J., Yu, F. C., Hsial, L. Y. and Lien, H. P. 2006. Evaluating Potential Hazardous Areas of Debris Flows-Case Study. J. Chi. Soil & Water Cons., 37(1), 55-64. (in Chinese).

[141] Chen, K. H. 2006. The Study of Fuzzy Reasoning Applied to the Prediction System of Debris Flows. Master Thesis. Institute of Civil Engineering, Fung-Chia University. (in Chinese)

[142] Liu, K. F. and Li, H. C. 2006. The Study of the Direct damage Estimation of Debris Flow. J. Chi. Soil & Water Cons., 3792), 143-155.

[143] Tsai, S. M. 2007. The Study of Case-Based Reasoning Applied to the Prediction System of Debris Flows. Master Thesis. Institute of Civil Engineering, Fung-Chia University. (in Chinese)

[144] Liu, K. F. and Li, H. C. 2007. The Assessment of Debris Flow Emergency Measure. City and Planning. 34(1), 57-63. (in Chinese). [145] Liu, K. F., Li, H. C. and Hsu, Y. C. 2009. Debris Flow Hazard

Assessment with Numerical Simulation. Nat. Hazards 49, 137-161. [146] Li, H. C. and Liu, K. F. 2010. The Study on Indirect Damage

Estimation of Debris Flow: A Case Study in Song-He Village, Taichung County. J. the Chi. Ins. Civil and Hydrau. Engng., Trans. Chi. Ins. Engineers, Ser. D., 22(2), 159-166.

[147] Liu, K. F., Hsu, Y. C., Li, H. C., Hsu, H. M., 2011. Numerical Simulation of Debris Flow: A Case Study of the Daniao Tribe Debris Flow in Eastern Taiwan in August, 2009. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-096. [148] Lin, P. S., Lee, J. H. and Chang, C. W. 2011. An Application of the

FLO-2D Model to Debris-Flow Simulation: A Case Study of Song-Her District in Taiwan. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-103.

[149] Lin, D. G., Lin, Y. H., Wu, C. Y. and Yu, F. C. 2012. An Evaluation Model of Hazard Potential for Rainfall Induced Sedment-Related Slope Disaster. J. Chi. Soil & Water Cons., 43(2), 139-157. (in Chinese)

[150] Liu, K. F., Wei, S. C. and Li, P. C. 2013. The Influence of Accumulated precipitation on Debris Flow Hazard. J. Chi. Soil & Water Cons., 44 (3), 225-233. (in Chinese).

[151] Su, Y. W., Hsiao, K. W., Jan, C. D. and Hsu, Y. C. 2014. Assessing the Need of Conservation and Treatment of Potential Debris Flow Torrents-Case Study in Gao-Ping and Lin-Bian River Basins., J. Taiwan. Disaster Prevention Society, 6(2), 239-245. (in Chinese).

X.

MONITORING AND

A

LARM OF

D

EBRIS

F

LOWS

[152] Lien, H. P. 1997. The Forecast and Alarm of Debris Flow. Proc. Trends of Tech. Water and Soil Conser. in New Century. 80-95. [153] Chang, F. C. and Lee, .S. P. 1997. A Study of the Intelligent Control

Theory for the Debris Flow Warning System. Proc. 1st Conference of Debris Flows. 109-123.

[154] Fan, J. C. and Lin, S. R. 1997. Application of the Study on the Hydrologic and Physiographic Criteria of Debris Flow to Debris Flow Warning. Proc. 1st Conference of Debris Flows. 125-139. [155] Jan, C. D. and Lee, M. H. 2004. A Debris-Flow Rainfall-Based

Warning Model. J. Chi. Soil & Water Cons., 35(3), 275-285. (in Chinese).

[156] Chen, C. Y., Chen, T. C., Yu, F. C., Yu, W. H. and Tseng, C. C. 2005. Rainfall Duration and Debris-Flow Initiated Studies for Real-Time Monitoring. Envir. Geo. 47. 715-724.

[157] Yin, H. Y., Huang, C. J., Lien, H. P., Lee, B. J., Chou, T. Y. and Wang, C. L. 2006. Development and Application of Automated Debris-Flow Monitoring System in Taiwan. J. Chi. Soil & Water Cons., 37(2), 91-109. (in Chinese).

[158] Fang, Y. M., Lee, B. J., Chou, T. Y., Chang, K. F., Lien, H. P., Lin, J. I., Lien, J. C. and Yin, H. Y. 2008. Analysis of Debris Flow Underground Sound by Wavelet Transform-A Case Study of Events in Aiyuzih River. J. Chi. Soil & Water Cons., 39(1), 27-44. (in Chinese).

[159] Fang, Y. M., Huang, T. M., Lee, B. J., Chou, T. Y. and Yin, H. Y. 2011. Analysis of Debris Flow Underground Sound by Wavelet Transform - A Case Study of Events in AIYUZIH River. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-060. [160] Yin, H. Y., Huang, C. J., Chen, C. Y. Fang, Y. M., Lee B. J. and

Chou, T. Y. 2011. The Present Development of Debris Flow Monitoring Technology in Taiwan- A Case Study Presentation. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-068.

XI. C

ASE

S

TUDIES OF

D

EBRIS

-F

LOWS

H

AZARDS

[161] Yu, F. C. and Chen, C. K. 1987. A Study on Debris Flow at Feng-Chiu. J. Chi. Soil & Water Cons. 18(1), 76-92. (in Chinese). [162] Yu, F. C. 1990. Investigation of Tung-Men Debris Flows Event in

Hua-Lien County. Report of Counc. of Agr. Depart. of Soil & Water Cons., Nat. Chung-Hsing Uni. (in Chinese).

[163] Huang, Y. L. and Chiang, Y. C. 1991. Introduction of Field Investigation of Debris-Flow Hazards. J. Soil & Water Cons. 23, 79-93. (in Chinese).

[164] Chang, K. C. 1995. A Case Study of Debris Flow Occurred at Chi-Nan Ravine. Master Thesis. Institute of Applied Geology, National Central University, Taiwan. (in Chinese).

[165] Huang, H. P. 1997. Integrated Management on Upstream Area of Hsumeichi Creek. Report of Conc. Agr. 1-50. (in Chinese). [166] Huang, H. P. 1998. Study on Debris Hazards and Prevention Works

in Hsumeichi Creek. J. Chi. Agri. Engng. 44(2), 39-47. (in Chinese). [167] Liaw, W. M., Chou, H. T. and Lin, M. L. 1999. A Case Study of

Debris Flow Induced by Landslide. J. Chi. Soil &Water Cons. 30(2), 157-165. (in Chinese).

(8)

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)

131

[168] Chang, C. T. and Wang, J. J. 2000. A Case Study for Erosion

Mechanism and Mitigation in a Landslide Area. 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. 151-155. [169] Chou, S. T., Liao, W. M. and Lin, M. L. 2000. A Case Study for

Erosion Mechanism and Mitigation in a Landslide Area. 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. 157-160.

[170] Lin, C. W., Wu, M. C., Shieh, C. L. and Shieh, Y. C. 2000. A Case Study for Erosion Mechanism and Mitigation in a Landslide Area. 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. 169-176.

[171] Chen, C. Y., Chen, T. C., Yu, F. C. and Hung, F. Y. 2004. A Landslide Dam Breach Induced Debris Flow- A Case Study on Downstream Hazard Areas Delineation, Envir. Geo. 47. 91-101. [172] Chen, J. C., Shieh, C. L. and Lin, C. W. 2004. Topographic

Properties of Debris Flow in Central Taiwan., J. Chi. Soil & Water Cons., 35(1), 25-34. (in Chinese).

[173] Yu, F. C., Chen, T. C., Lin, M. L., Chen, C. Y. and Yu, W. H. 2006. Landslides and Rainfall Characteristics Analysis in Taipei City during the Typhoon Nari Event. Nat. Hazar. 37(1-2) 153-167.

[174] Lien, H.P., Lin, B. S., Chuang, C. L. and Huang, C. L. 2008. Relationship between Slope Failure Potential and Debris Flow Occurrence Potential-Case Study of Chai-Yi Feng-Shan Watershed., J. Chi. Soil & Water Cons., 39(2), 225-239. (in Chinese).

[175] Chen, L. K., Yu, F. C., Liu,K. F., Lin, S. C. and Kuo, M. C. 2009. Landslide Investigation from Typhoon Morakot. J. Chi. Soil &Water Cons. 40(4), 329-337. (in Chinese).

[176] Wang, C. M., Lee, S. P., Li, C. C., Tsang, Y. C. and Shieh, C. L. 2010. Disasters Caused by Typhoon Morakot. J. Taiwan Disaster Prevention Society, 2(1), 27-34. (in Chinese)

[177] Chen, S. C., Hsu, C. L., Wu, T. Y. Chou, H. T. and Cul, P. 2011. Landslide Dams Induced by Typhoon Morakot and Risk Assessment. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-071.

[178] Jan, C. D., Hsu, Y. C., Wang, J. S. and Huang, W. S. 2011. Debris Flows and Landslide Caused by Typhoon Morakot in Taiwan. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-074. [179] Lin, M. L., Wang, K. L., Chen, T. C. and Lin, S. C. 2011. The Case

Study of Debris Flow Hazard Caused by Typhoon Morakot in Taiwan, 2009. The 5th Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Italian J. Engng. Geo. Envir. (IJEGE), B-076.

數據

Figure 1 Website for debris flow disaster prevention information  There are many researchers conducted a lot of studies on  debris flow in various topics

參考文獻

相關文件

Although Taiwan stipulates explicit regulations governing the requirements for organic production process, certification management, and the penalties for organic agricultural

Consistent with the negative price of systematic volatility risk found by the option pricing studies, we see lower average raw returns, CAPM alphas, and FF-3 alphas with higher

– The The readLine readLine method is the same method used to read method is the same method used to read  from the keyboard, but in this case it would read from a 

• As all the principal cash flows go to the PAC bond in the early years, the principal payments on the support bond are deferred and the support bond extends... PAC

To investigate the characteristics of Tsongkhapa’s meditation thought, the study is divided into five parts: (1) introduction, (2) Tsongkhapa’s exposition of meditation practice,

In the course of QA inspection, assessment of the quality of the learning and teaching of individual subjects

identify different types of tourist attractions and examine the factors affecting the development of tourism in these places;.4. recognize factors affecting tourist flows and the

Internal assessment refers to the assessment practices that teachers and schools employ as part of the ongoing learning and teaching process during the three years