noppadol poomvises geologist 6 (handsome, smile & single)
DESCRIPTION
Geophysical survey of Huai Phai - Lum Pa Yang. diversion tunnel project, KALASIN. Noppadol Poomvises Geologist 6 (handsome, smile & single). Objectives of the project. To diverge excessive water from Huai Phai reservoir to Lum Pha Yang irrigation area. - PowerPoint PPT PresentationTRANSCRIPT
Noppadol Poomvises
6Geologist sssssss (, &)
Noppadol Poomvises
s6 (handsome, smile& si ngl e)
Objectives of the projectTo diverge excessive water from Huai P
hai reservoir to Lum Pha Yang irrigation area.
To supply the water to an area of the new theory agricultural system (under H.M. the King) at Kao Wong district, KALASIN province.
Four alternatives of the diversion
methodOpen trench
Surface pumping
Siphon
Subsurface tunneling
ConditionsSafe
Economics
Effectiveness
Unaffected to a
forest area
class 1A.
Subsurface tunneling App. 1,000 m lon
g Inlet at app. +290
.000 m msl. Outlet at app. +2
10.000 m msl.
Solution
Survey area
N
S
W E
Lum Pa Yang,KALASIN
Huai PhaiMUKDAHAN
Figure 1 Location, topography, idealized geological structure, and proposed survey area of The Huai Phai - Lum Pa Yang diversion tunnel project.
Modified from Patton & Hendron, 1972
Modified from Royal Thai Survey Department,1973
1 km
Kingdom of Thailand
Survey areaTunnel route
10 kmModified from Department of Highways , 1999
Topography
Modified from Royal Thai Survey Department,1973
1 km
Tunnel route
Assumed earth
model
Modified from Patton & Hendron, 1972
Lum Pa Yang,KALASIN
Huai PhaiMUKDAHAN
Geophysical surveys
Proposes of the surveys To determine depth of
bedrock. To evaluate a stability
condition of foundation rocks.
To detect a subsurface structure.
To point out anomalous bodies hidden.
Three main methods
used Seismic refraction sur
vey.
Seismic reflection sur
vey.
VES survey using Sch
lumberger array.
Seismic survey lines and VES locations
B
B'
A
A'
C C'
D
D'
LPYRLPYCLPYL
100 m
Assumed talus deposit
Location of sounding
Refraction survey lines
Reflection survey lines
Side view
Top view
Lum Pa Yang agricultural area
Huai Phai reservior area
Figure 2 Geophysical survey lines and sounding location.
(a) Data acquisition
(b) Data processing using reciprocal time method and Hakiwara's graphic technique
(c) Seismic refraction profile
Shotpoint positions
Concept of refraction survey
(c) Data interpretation
(b) Data processing
(a) Data acquisition
Concept of reflection survey
R
(a) Basic principle (Sharma, 1997, p.211)
C
(b) Data acquisition (Milsom, 1996, p.75)
(c) Data processing using curve matching method (Sharma, 1997, p.230)
(d) Presentation of VES result
Concept of VESusing Schlumberger array
Seismic refraction profilealong center line (A-A') of tunnel
Looking NorthwestScale 1 : 500 , H : V = 1 : 1
Figure 3 Seismic refraction profile along diversion tunnel route
Seismic refraction profilealong cross line (B-B')
Looking NortheastScale 1 : 500 , H : V = 1 : 1
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Seismic refraction profile and VES along talus body
Figure 5 Result of seismic reflection survey along diversion tunnel route
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Huai Phai - Lum Pa Yang diversion tunneling project
along center (LPYC), right (LPYR), and left (LPYL) linesof proposed tunnel route
Seismic reflection profile
Interpreted seismic reflection along tunnel route
Interpreted seismic reflection along tunnel route
Results Seismic refraction
• 330 - 630 m/s (topsoil),• 900 - 2,000 m/s (weathered rock and talus deposit),• 3,100 - 4,400 m/s (strong bedrock).• 7 LVZs at tunnel route and 4 LVZs at talus body interpreted
as fracture zones.• Proven small, narrow, and thin in shape of talus body.
Seismic reflection Gentle-dipping earth layers, with 2 sets of discontinuity as open
fractures, and some local faults. VES by Schlumberger array
• 23 - 181 Ohm.meter (top soil).• 6.8 - 71 Ohm.meter (weathered rock).• 32 - 955.9 Ohm.meter (bedrock).
Depth of bedrock from VES is well conformable with refraction results, but shallower only if acquiring nearly about LVZs.
Conclusions Depth of bedrock < 15 m.
Rippable overburden along survey lines ~ 3 - 15 m.
Stability condition of foundation rock is fair, but
supporting and treatment are required.
Proven thick sedimentary sequence with gentle dippin
g monocline structure.
Anomalous bodies hidden
Shallow parts, 7 LVZs along tunnel route and 4 LVZ
s along talus body.
Deeper, 2 sets of discontinuity widely existed along
tunnel, and steeply dipping to NE and SW.
Depth of bedrock < 15 m.
Rippable overburden along survey lines ~ 3 - 15 m.
Stability condition of foundation rock is fair, but
supporting and treatment are required.
Proven thick sedimentary sequence with gentle dippin
g monocline structure.
Anomalous bodies hidden
Shallow parts, 7 LVZs along tunnel route and 4 LVZ
s along talus body.
Deeper, 2 sets of discontinuity widely existed along
tunnel, and steeply dipping to NE and SW.
Figure 6 Three alternatives of the Huai Phai - Lum Pa Yang diversion tunnel (modified from Kamart, 2000)
Three alternatives of diversion tunnel
Million thanks
and have a nice day !