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SAHA SİSMOLOJİSİ - Prof. Dr. Ali Osman ÖNCEL
Prof. Dr. Ali Osman Öncel
stanbul Üniversitesi Mühendislik Fakültesiİ
Jeofizik Mühendisli i Ö retim Üyesiğ ğ
2/17/2015
SAHA SİSMOLOJİSİ - JKMU469 - Prof. Dr. Ali
Osman ÖNCEL
SAHA SİSMOLOJİSİ ŞUBAT MART NİSAN
Kısa Sınavlar 16 23 1 8 15 5 12 19
1 1302070033 GÜLSÜM
2 1302090005 FÜSUN
3 1302110021 FURKAN 100 85 100
4 1302110078 TOLGA 100 100 95 100 85 100 97 100
5 1302110091 OZAN 100 82 100 97
6 1302120002 EMRAH 66 50 87 70 99 90
7 1302120028 ECENAZ 66 100 100 100 96 80
8 1302120075 ONUR 66 72 50 100 98 95
9 1302130001 DUYGU 100 100 95 100 86 35 97 95
10 1302130012 YAĞMUR 90 85 100 84 96 100
11 1302130031 MUHAMET 66 100 90 100 84 100 100 90
12 1302130038 FATİH 88 100 95 100 85 100 98 100
13 1302130073 FATMA 100 82 100 84 99 90
14 1302130091 EDA 66 100 70 100 83 95
Ders Listesinde İsmi YOK
Devamsızlıktan KALAN
Sınava Geç Gelenler
Girmedi
Beklenen Büyük Deprem Alanları
Three strong to major earthquakes have occurred in Japan, including two
foreshocks of M 6.2 and M 6.0 on April 14th
and a M 7.0 early Saturday morning
local time. The foreshocks caused severe shaking in the region and resulted in
9 reported fatalities and more than 1000 injuries. Early reports indicate that 32
people have died in the M 7.0 earthquake.
Resident houses are seen
destroyed after an
earthquake in Mashiki,
Kumamoto prefecture,
southern Japan, Saturday,
April 16, 2016. Powerful
earthquakes a day apart
shook southern Japan,
trapping many beneath
flattened homes and sending
thousands to seek shelter in
gymnasiums and hotel
lobbies.
(Yusuke Ogata/Kyodo News
via AP)
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
The earthquakes have caused extensive damage, overturning cars, splitting
roads and triggering a landslide. These earthquakes were shallow (~10 km)
underneath the city of Kumamoto (~ population 700,000). Shallower
earthquakes result in more motion at the surface than do deeper earthquakes.
Early estimates report that over 92,000 people have been evacuated.
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
Buildings are collapsed
by a landslide caused by
an earthquake in
Minamiaso village,
Kumamoto prefecture,
Japan, Saturday, April
16, 2016 (local time).
The powerful
earthquake struck
southwestern Japan
early Saturday, barely 24
hours after a smaller
quake hit the same
region.
(Kyodo News via AP)
Heavy rains were expected through
Sunday adding to the complexity of
recovery efforts. The weather, together
with the aftershocks, contribute to the
threat of additional landslides.
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
This animation shows satellite imagery
from the Himawari series of
geostationary meteorological satellites
looped from shortly after the earthquake
for the following 24 hours.
Animation courtesy of the Japan
Meteorological Agency
Modified Mercalli Intensity
Perceived
Shaking
Extreme
Violent
Severe
Very Strong
Strong
Moderate
Light
Weak
Not Felt
USGS Estimated Shaking Intensity
The Modified-Mercalli
Intensity scale is a twelve-
stage scale, from I to XII,
that indicates the severity of
ground shaking.
This region has experienced
severe to violent shaking
from three earthquakes in
two days.
Image courtesy of the US Geological Survey
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
USGS PAGER
Population Exposed to Earthquake Shaking
Image courtesy of the US Geological Survey
The USGS PAGER map shows the population
exposed to different Modified Mercalli
Intensity (MMI) levels.
The USGS estimates that 716,000 people
experienced violent shaking from this
earthquake.
The color coded contour lines outline regions of
MMI intensity. The total population exposure to a
given MMI value is obtained by summing the
population between the contour lines. The
estimated population exposure to each MMI
Intensity is shown in the table below.
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
Image courtesy of the US Geological Survey
The plate tectonic map below shows rates of motion between the Pacific, Philippine, and
Eurasian plates. In the region of Kyushu Island, the Philippine Plate subducts beneath
the Eurasian Plate at a rate of about 5 cm/yr.
April 15
M7.0
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
On April 14, eighteen earthquakes occurred near Kumamoto, including a magnitude 6.2
event that killed 9 people. In retrospect, the April 14 events are recognized as foreshocks
to the April 15 magnitude 7.0 earthquake (main shock). In the 25 hours following the M7.0
earthquake, 25 aftershocks occurred with magnitudes up to 5.7.
April 14 Foreshocks
Maps generated using IRIS Interactive Earthquake
Browser
April 15
M7.0
April 15 M7.0
Eurasian Plate Philippine Plate
M 7.0 & April 15 – 16 Aftershocks
M7.0
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
Image and text courtesy of the US Geological
Survey
In a sequence of earthquakes, the earthquake with the largest magnitude is
called the main shock; anything before it is a foreshock and anything after it
is an aftershock. There is no way to know before a main shock occurs that
the previous earthquakes have been foreshocks.
Aftershock
sequences follow
predictable patterns
as a group,
although the
individual
earthquakes are
themselves not
predictable.
The graph shows
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
The epicenter of the April 15 M 7.0
earthquake is shown on the
regional seismicity map at right.
The cross section below, shows
the Philippine Plate subducting
below the Eurasian Plate. The
April 15 earthquake occurred on a
crustal fault within the Eurasian
Plate.
Earthquake and Historic Seismicity
Area of Cross
Section
Map generated using IRIS Interactive Earthquake
Browser
April 15
M7.0
ilippinePlate
April 15 M7.0
Eurasian Plate
Eurasian Plate
Philippine Plate
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
The focal mechanism for the earthquake indicates this was a strike-slip fault. Slip
occurred on either a left -lateral fault striking to the northwest, or on a right -lateral fault
striking northeast. The northeast-southwest orientation of the aftershock distribution
speaks strongly that the fault plane is oriented in that direction and the earthquake was
caused by right-lateral strike-slip motion on a NE-SW oriented fault plane.
According to the USGS, while the earthquake occurred several hundred kilometers
northwest of the Ryukyu Trench where the Philippine Sea Plate begins its
northwestward subduction beneath Japan and the Eurasian Plate, the shallow depth
and faulting mechanism of this earthquake indicate it occurred on a crustal fault within
the overriding Eurasian Plate.
USGS Centroid Moment Tensor Solution
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
Following the earthquake, it took 11 minutes and 56 seconds for the
compressional
P waves to travel a curved path through the mantle to Portland, Oregon.PP waves are compressional waves that bounce off the Earth’s surface halfway
between the earthquake and the station and take 14 minutes 50 seconds to
arrive.
The record of the earthquake on the University of Portland seismometer (UPOR) is illustrated
below. Portland is 8587 km (5336 miles, 77.36°) from the location of this earthquake.
Surface waves traveled the 8587 km (5336 miles)
along the perimeter of the Earth from the earthquake
to the recording station.
P
PP
S
S waves are shear waves that follow the same path through
the mantle as P waves. S waves took 21 minutes and 48
seconds to travel from the earthquake to Portland.
Surface
waves
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
Teachable Moments are a service of
The Incorporated Research Institutions for Seismology
Education & Public Outreach
and
The University of Portland
Please send feedback to tkb@iris.edu
Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN
Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
Kaynak: http://faculty.kfupm.edu.sa/ES/oncel/geop402caseworks.html
Courtesy of Dr.Satish Pullammanappallil
Courtesy of Dr.Satish Pullammanappallil
Courtesy of Dr.Satish Pullammanappallil
NATURE |VOL 424 24
JULY 2003
Nedimovic et al., NATURE |VOL 424 | 24 JULY 2003 |
The basic principle of
WARRP is utilizing the
amplitude burst when
P-wave energy is
totally reflected beyond
the critical angle of
incidence. To record at
wide angles large
offsets are required,
much larger than
conventional seismic
arrays can provide.
Fig. 1. (a) Tectonic context and general kinematics in the Eastern Mediterranean (from McClusky et al., 2000; Chaumillon et al.,
1996; Le Pichon et al., 1995). Main microplate boundaries are shown, as well as the Hellenic trough system and the Mediterranean
Ridge outer and inner fronts of deformation. Arrows with numeric values indicate regional motions. (b) Bathymetry map of the
Eastern Mediterranean Ridge where the 3-D gravity modelling (rectangle in (a)) was undertaken. Lines show the position of seismic
cross-sections in the Crete area (red lines, Bohnhoff et al., 2001) and in the Libyan Sea crossing the Mediterranean Ridge (yellow
dashed lines, Makris and Broenner, 2001; Broenner, 2003).
Karabulut ve diğ., 2003
1. Saha Çalışması Hangi Problemlere Çözüm Getirmek İçin Kullanılır?
2. Fay ve süreksizlik nedir? Nasıl araştırılır?
3. Boşluk nedir, ve nerelerde görülür? Nasıl araştırılır?
4. Kaç türlü su kaynakları vardır? Nasıl araştırılır?
5. Yer incelemesinde aranan parametreler Yer Bilimi Mühendisliklerine göre nasıl
değişir?
6. Kayalarda ki Sismik Hızın Neden Değiştiğini örnek vererek açıklayabilir misiniz?
7. Kayaların Sismik Hızlarının Ölçümünde Kullanılan Deney Düzeneği Nasıldır?
8. Basıncın büyümesiyle sismik hız nasıl değişir?
9. Farklı sıcaklıklarda, basıncın büyümesine bağlı olarak sismik hız nasıl değişir?
10. Farklı basınçlar altında, sıcaklığın değişimine bağlı olarak hız nasıl değişir?
11. Sismik Hız ve Yoğunluk birbirleriyle nasıl ilişkilidir?
12. Hız ve Yoğunluk Arasında Matematiksel Olarak Bir İlişki Belirlenmiş midir?
13. Porozite nedir, ve Sismik Hız değişimini Nasıl Etkiler?

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ÖNCEL AKADEMİ: SAHA SİSMOLOJİSİ

  • 1. https://www.facebook.com/fieldseismology/ http://fieldgeophysics.pbworks.com/ http://www.slideshare.net/oncel/ https://www.youtube.com/user/aliosmanoncel SAHA SİSMOLOJİSİ - Prof. Dr. Ali Osman ÖNCEL Prof. Dr. Ali Osman Öncel stanbul Üniversitesi Mühendislik Fakültesiİ Jeofizik Mühendisli i Ö retim Üyesiğ ğ
  • 2. 2/17/2015 SAHA SİSMOLOJİSİ - JKMU469 - Prof. Dr. Ali Osman ÖNCEL SAHA SİSMOLOJİSİ ŞUBAT MART NİSAN Kısa Sınavlar 16 23 1 8 15 5 12 19 1 1302070033 GÜLSÜM 2 1302090005 FÜSUN 3 1302110021 FURKAN 100 85 100 4 1302110078 TOLGA 100 100 95 100 85 100 97 100 5 1302110091 OZAN 100 82 100 97 6 1302120002 EMRAH 66 50 87 70 99 90 7 1302120028 ECENAZ 66 100 100 100 96 80 8 1302120075 ONUR 66 72 50 100 98 95 9 1302130001 DUYGU 100 100 95 100 86 35 97 95 10 1302130012 YAĞMUR 90 85 100 84 96 100 11 1302130031 MUHAMET 66 100 90 100 84 100 100 90 12 1302130038 FATİH 88 100 95 100 85 100 98 100 13 1302130073 FATMA 100 82 100 84 99 90 14 1302130091 EDA 66 100 70 100 83 95 Ders Listesinde İsmi YOK Devamsızlıktan KALAN Sınava Geç Gelenler Girmedi
  • 3.
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  • 18. Three strong to major earthquakes have occurred in Japan, including two foreshocks of M 6.2 and M 6.0 on April 14th and a M 7.0 early Saturday morning local time. The foreshocks caused severe shaking in the region and resulted in 9 reported fatalities and more than 1000 injuries. Early reports indicate that 32 people have died in the M 7.0 earthquake. Resident houses are seen destroyed after an earthquake in Mashiki, Kumamoto prefecture, southern Japan, Saturday, April 16, 2016. Powerful earthquakes a day apart shook southern Japan, trapping many beneath flattened homes and sending thousands to seek shelter in gymnasiums and hotel lobbies. (Yusuke Ogata/Kyodo News via AP) Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 19. The earthquakes have caused extensive damage, overturning cars, splitting roads and triggering a landslide. These earthquakes were shallow (~10 km) underneath the city of Kumamoto (~ population 700,000). Shallower earthquakes result in more motion at the surface than do deeper earthquakes. Early estimates report that over 92,000 people have been evacuated. Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC Buildings are collapsed by a landslide caused by an earthquake in Minamiaso village, Kumamoto prefecture, Japan, Saturday, April 16, 2016 (local time). The powerful earthquake struck southwestern Japan early Saturday, barely 24 hours after a smaller quake hit the same region. (Kyodo News via AP)
  • 20. Heavy rains were expected through Sunday adding to the complexity of recovery efforts. The weather, together with the aftershocks, contribute to the threat of additional landslides. Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC This animation shows satellite imagery from the Himawari series of geostationary meteorological satellites looped from shortly after the earthquake for the following 24 hours. Animation courtesy of the Japan Meteorological Agency
  • 21. Modified Mercalli Intensity Perceived Shaking Extreme Violent Severe Very Strong Strong Moderate Light Weak Not Felt USGS Estimated Shaking Intensity The Modified-Mercalli Intensity scale is a twelve- stage scale, from I to XII, that indicates the severity of ground shaking. This region has experienced severe to violent shaking from three earthquakes in two days. Image courtesy of the US Geological Survey Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 22. USGS PAGER Population Exposed to Earthquake Shaking Image courtesy of the US Geological Survey The USGS PAGER map shows the population exposed to different Modified Mercalli Intensity (MMI) levels. The USGS estimates that 716,000 people experienced violent shaking from this earthquake. The color coded contour lines outline regions of MMI intensity. The total population exposure to a given MMI value is obtained by summing the population between the contour lines. The estimated population exposure to each MMI Intensity is shown in the table below. Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 23. Image courtesy of the US Geological Survey The plate tectonic map below shows rates of motion between the Pacific, Philippine, and Eurasian plates. In the region of Kyushu Island, the Philippine Plate subducts beneath the Eurasian Plate at a rate of about 5 cm/yr. April 15 M7.0 Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 24. On April 14, eighteen earthquakes occurred near Kumamoto, including a magnitude 6.2 event that killed 9 people. In retrospect, the April 14 events are recognized as foreshocks to the April 15 magnitude 7.0 earthquake (main shock). In the 25 hours following the M7.0 earthquake, 25 aftershocks occurred with magnitudes up to 5.7. April 14 Foreshocks Maps generated using IRIS Interactive Earthquake Browser April 15 M7.0 April 15 M7.0 Eurasian Plate Philippine Plate M 7.0 & April 15 – 16 Aftershocks M7.0 Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 25. Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 26. Image and text courtesy of the US Geological Survey In a sequence of earthquakes, the earthquake with the largest magnitude is called the main shock; anything before it is a foreshock and anything after it is an aftershock. There is no way to know before a main shock occurs that the previous earthquakes have been foreshocks. Aftershock sequences follow predictable patterns as a group, although the individual earthquakes are themselves not predictable. The graph shows Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 27. The epicenter of the April 15 M 7.0 earthquake is shown on the regional seismicity map at right. The cross section below, shows the Philippine Plate subducting below the Eurasian Plate. The April 15 earthquake occurred on a crustal fault within the Eurasian Plate. Earthquake and Historic Seismicity Area of Cross Section Map generated using IRIS Interactive Earthquake Browser April 15 M7.0 ilippinePlate April 15 M7.0 Eurasian Plate Eurasian Plate Philippine Plate Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 28. The focal mechanism for the earthquake indicates this was a strike-slip fault. Slip occurred on either a left -lateral fault striking to the northwest, or on a right -lateral fault striking northeast. The northeast-southwest orientation of the aftershock distribution speaks strongly that the fault plane is oriented in that direction and the earthquake was caused by right-lateral strike-slip motion on a NE-SW oriented fault plane. According to the USGS, while the earthquake occurred several hundred kilometers northwest of the Ryukyu Trench where the Philippine Sea Plate begins its northwestward subduction beneath Japan and the Eurasian Plate, the shallow depth and faulting mechanism of this earthquake indicate it occurred on a crustal fault within the overriding Eurasian Plate. USGS Centroid Moment Tensor Solution Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 29. Following the earthquake, it took 11 minutes and 56 seconds for the compressional P waves to travel a curved path through the mantle to Portland, Oregon.PP waves are compressional waves that bounce off the Earth’s surface halfway between the earthquake and the station and take 14 minutes 50 seconds to arrive. The record of the earthquake on the University of Portland seismometer (UPOR) is illustrated below. Portland is 8587 km (5336 miles, 77.36°) from the location of this earthquake. Surface waves traveled the 8587 km (5336 miles) along the perimeter of the Earth from the earthquake to the recording station. P PP S S waves are shear waves that follow the same path through the mantle as P waves. S waves took 21 minutes and 48 seconds to travel from the earthquake to Portland. Surface waves Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 30. Teachable Moments are a service of The Incorporated Research Institutions for Seismology Education & Public Outreach and The University of Portland Please send feedback to tkb@iris.edu Magnitude 7.0 KYUSHU, JAPANMagnitude 7.0 KYUSHU, JAPAN Friday, April 15, 2016 at 16:25:06 UTCFriday, April 15, 2016 at 16:25:06 UTC
  • 31.
  • 32.
  • 34. Courtesy of Dr.Satish Pullammanappallil
  • 35.
  • 36. Courtesy of Dr.Satish Pullammanappallil
  • 37. Courtesy of Dr.Satish Pullammanappallil
  • 38. NATURE |VOL 424 24 JULY 2003
  • 39. Nedimovic et al., NATURE |VOL 424 | 24 JULY 2003 |
  • 40.
  • 41.
  • 42. The basic principle of WARRP is utilizing the amplitude burst when P-wave energy is totally reflected beyond the critical angle of incidence. To record at wide angles large offsets are required, much larger than conventional seismic arrays can provide.
  • 43. Fig. 1. (a) Tectonic context and general kinematics in the Eastern Mediterranean (from McClusky et al., 2000; Chaumillon et al., 1996; Le Pichon et al., 1995). Main microplate boundaries are shown, as well as the Hellenic trough system and the Mediterranean Ridge outer and inner fronts of deformation. Arrows with numeric values indicate regional motions. (b) Bathymetry map of the Eastern Mediterranean Ridge where the 3-D gravity modelling (rectangle in (a)) was undertaken. Lines show the position of seismic cross-sections in the Crete area (red lines, Bohnhoff et al., 2001) and in the Libyan Sea crossing the Mediterranean Ridge (yellow dashed lines, Makris and Broenner, 2001; Broenner, 2003).
  • 45.
  • 46.
  • 47. 1. Saha Çalışması Hangi Problemlere Çözüm Getirmek İçin Kullanılır? 2. Fay ve süreksizlik nedir? Nasıl araştırılır? 3. Boşluk nedir, ve nerelerde görülür? Nasıl araştırılır? 4. Kaç türlü su kaynakları vardır? Nasıl araştırılır? 5. Yer incelemesinde aranan parametreler Yer Bilimi Mühendisliklerine göre nasıl değişir? 6. Kayalarda ki Sismik Hızın Neden Değiştiğini örnek vererek açıklayabilir misiniz? 7. Kayaların Sismik Hızlarının Ölçümünde Kullanılan Deney Düzeneği Nasıldır? 8. Basıncın büyümesiyle sismik hız nasıl değişir? 9. Farklı sıcaklıklarda, basıncın büyümesine bağlı olarak sismik hız nasıl değişir? 10. Farklı basınçlar altında, sıcaklığın değişimine bağlı olarak hız nasıl değişir? 11. Sismik Hız ve Yoğunluk birbirleriyle nasıl ilişkilidir? 12. Hız ve Yoğunluk Arasında Matematiksel Olarak Bir İlişki Belirlenmiş midir? 13. Porozite nedir, ve Sismik Hız değişimini Nasıl Etkiler?

Editor's Notes

  1. Kentsel Risk Yönetimi Eğitiminin amacı ülkemizde yerleşim ve yapılaşma sürecinde uygulanması gerekli esasları, özellikle Riskli Yer ve Yapıların belirlenmesinde takip edilmesi gerekli çağdaş jeofizik yöntemler hakkında yöneticilerin, mühendislerin, vatandaşların bilgilendirilmesini sağlayacak eğitim paketidir. Jeofizik Mühendisliği açısından Kentsel Riskin Tanımı ve Kentsel Yenilenmede Uygulanması gerekli Jeofizik Mühendisliği uygulamalarının tanıtılmasını amaçlamaktadır. Ülkemizde Kentsel Dönüşümün en temel nedeni -deprem odaklı riskin azaltılmasıdır. Çünkü ülkemizin ve özellikle İstanbul’un beklenen büyük deprem riski altında olmasına bağlı olarak yapılan deprem senaryolarında ortaya çıkacak afetin faturasını ülkemizin kaldıramayacağı gerçeğinin anlaşılmış olmasından kaynaklı olarak Kentsel Yenilenme kararı yasalaşmıştır. Ülkemizde deprem sonrası müdahale çalışmaları kapsamında AFET eğitimi verilmektedir, ve ülkemiz AFETE müdahale konusunda marka olma yolunda çok önemli adımlar atmıştır. Özellikle Van depremi sonrasında yapılan müdahale ve deprem sonrası yapılaşmada ortaya konan performansa bağlı olarak yapılan değerlendirmelerin genel olarak olumlu olması afet mühendisliği konusunda önemli mesafe alındığını göstermektedir. Fakat insanların afete maruz bırakılmaması, evsiz kalanların, insanların ölmemesi ve sakat kalmaması için RİSK Mühendisliği çalışmalarının yapılması çok daha önemlidir. Kentsel Dönüşüm Yasası Risk Mühendisliği çalışmalarını önceleyen devrim niteliğinde atılmış önemli bir adımdır.
  2. Kentsel Risk Yönetimi eğitimi beş aşamadan oluşmaktadır. Kısaca bunlara değinmek gerekirse aşağıda açıklamaları özet olarak verilecektir. Bilinç: Risk ile ilgili olarak bilgilendirme ve daha büyük kayıpları önlemek için yapılacak küçük adımların ve katkıların yararlı olacağı hususunda bilgi verilmesi çalışmasıdır. Değişim: Riskin değişimine etki eden faktörlerin anlatılması ve toplam riskin oluşmasında farklı faktörlerin nasıl etki ettiği hususunda bilgi verilmesini amaçlamaktadır. İnsan: İnsanlarda bir talep oluşturulması ve riskin azaltılması hususunda katkı vermeye istekli olacak düzeye çıkarılması durumunda çok az maliyetle büyük kayıpların önlenmesine altlık oluşturulacak taban veri bankasının oluşturulmasıyla alakalı bir çalışmayı kapsar. Yapı: Riskli Yapıların Belirlenmesi Kentsel Dönüşüm Yasalarında yapılması gerekli çalışmadır. Yapıların incelenmesinde öncelikli hedef yapılara zarar vermeyecek ve mevcut durumunu inceleme sürecinde olumsuz etkilemeyecek tekniklerin kullanılması gerekir. Yapıların risk amaçlı incelenmesinde Yapı Dostu Mühendislik çalışmalarının yapılmasıyla alakalı bilgilendirmeyi amaçlamaktadır. Yapılaşma: Yapılaşmaya uygun alanların seçilmesi çalışmalarının yapılmasında Yer Dostu Mühendislik uygulamalarının yapılması hususunda bilgi verilmesi hedeflenmektedir. Meydana gelen risklerin veya afetin sebebi yapılaşmaya uygun olmayan yerlerin imara açılması olduğu bilinen bir gerçektir. Heyelan sahalarının, deprem üretecek aktif kırıklara çok yakın alanların, depremde açığa çıkan deprem dalgalarını büyütecek pasif kırıklar üzerinde yapılaşmanın olması ülkemizde bir deprem sonrasında kayıpların büyüten en önemli faktördür.
  3. Shaking intensity scales were developed to standardize the measurements and ease comparison of different earthquakes. The Modified-Mercalli Intensity scale is a twelve-stage scale, from I to XII. Lower numbers represent imperceptible shaking while XII represents total destruction.
  4. The USGS PAGER map shows the population exposed to different Modified Mercalli Intensity (MMI) levels. MMI describes the severity of an earthquake in terms of its effect on humans and structures and is a rough measure of the amount of shaking at a given location.
  5. Shaded areas show quadrants of the focal sphere in which the P-wave first-motions are away from the source, and unshaded areas show quadrants in which the P-wave first-motions are toward the source. The dots represent the axis of maximum compressional strain (the "P-axis") and the axis of maximum extensional strain (the "T-axis") resulting from the earthquake.
  6. Kentsel Risk Yönetimi eğitimi beş aşamadan oluşmaktadır. Kısaca bunlara değinmek gerekirse aşağıda açıklamaları özet olarak verilecektir. Bilinç: Risk ile ilgili olarak bilgilendirme ve daha büyük kayıpları önlemek için yapılacak küçük adımların ve katkıların yararlı olacağı hususunda bilgi verilmesi çalışmasıdır. Değişim: Riskin değişimine etki eden faktörlerin anlatılması ve toplam riskin oluşmasında farklı faktörlerin nasıl etki ettiği hususunda bilgi verilmesini amaçlamaktadır. İnsan: İnsanlarda bir talep oluşturulması ve riskin azaltılması hususunda katkı vermeye istekli olacak düzeye çıkarılması durumunda çok az maliyetle büyük kayıpların önlenmesine altlık oluşturulacak taban veri bankasının oluşturulmasıyla alakalı bir çalışmayı kapsar. Yapı: Riskli Yapıların Belirlenmesi Kentsel Dönüşüm Yasalarında yapılması gerekli çalışmadır. Yapıların incelenmesinde öncelikli hedef yapılara zarar vermeyecek ve mevcut durumunu inceleme sürecinde olumsuz etkilemeyecek tekniklerin kullanılması gerekir. Yapıların risk amaçlı incelenmesinde Yapı Dostu Mühendislik çalışmalarının yapılmasıyla alakalı bilgilendirmeyi amaçlamaktadır. Yapılaşma: Yapılaşmaya uygun alanların seçilmesi çalışmalarının yapılmasında Yer Dostu Mühendislik uygulamalarının yapılması hususunda bilgi verilmesi hedeflenmektedir. Meydana gelen risklerin veya afetin sebebi yapılaşmaya uygun olmayan yerlerin imara açılması olduğu bilinen bir gerçektir. Heyelan sahalarının, deprem üretecek aktif kırıklara çok yakın alanların, depremde açığa çıkan deprem dalgalarını büyütecek pasif kırıklar üzerinde yapılaşmanın olması ülkemizde bir deprem sonrasında kayıpların büyüten en önemli faktördür.
  7.  Fault & Discontinuity Map faults and lateral velocity variations in area characterized by basalts and low velocity sediments
  8.   Void Detection Find buried utility tunnel and concrete pipe lining using S-wave 1st arrivals Bay Geophyical of Traverse City, Michigan, used @2D to find voids and merging utilities along a buried concrete pipeline. The only data input used to produce the velocity model was the first arrival shear wave travel-time data, and array geometry. No other a priori data were used. This is a velocity model from one of the lines. Notice the detail at which near-surface velocities were modeled. In fact, the petroleum industry uses our software for near-surface velocity static corrections because of the detail in which near-surface velocities are revealed. The pipeline runs parallel to the seismic array. The poured concrete pipeline bed is shown correctly at about 15 feet depth (elevation of 11 feet). The soil above the pipeline shows a gradient as a result of burial pressure. A utility tunnel intersecting the pipeline was imaged at about offset 290 feet, centered at about 10 feet depth (elevation of about 16 feet). The velocity model also picked up some subtle lateral velocity features in the soil associated with the construction and burial of the tunnel. There is also a localized slight velocity reversal, indicating a void, at about offset 370 feet, elevation about 6 feet.
  9. Water Reservoir Citing Map velocities in area to build water reservoir
  10. Profiles Pr 1, Pr 2 and the northern part of Pr 4 cross the area of Crete (Bohnhoff et al., 2001), profiles Pr 3, southern part of Pr 4 and Pr 5 (Makris and Broenner, 2001; Broenner, 2003) cross the Mediterranean Ridge. Numerical values indicate the Vp velocities in kilometers per second.
  11. http://www.slideshare.net/oncel/ncel-akadem-stanbul-deprem-60966135