Advanced National Seismic System –
Mid-America Region Management Plan
ANSS-MA Advisory Committee
I. Introduction
A. Description of region
The Mid-America Region of the Advanced National Seismic System (ANSS) includes 26 states in the mid-west, south and southeast and the District of Columbia thus making it the largest ANSS region in the conterminous United States. The region is outlined by the red boundaries in Figure 1.
The region has had significant historical earthquakes: the sequence of large earthquakes near New Madrid, Missouri during 1811-1812 and the 1886 Charleston, South Carolina earthquake. Other areas within this region affected by earthquakes large enough to cause structural damage are Anna, Ohio in 1937, Manhattan, Kansas in 1867, Tecumseh, Nebraska in 1935, southeastern Illinois in 1968, Maysville, Kentucky in 1986, to name a few.. The most continuously active area is that part of the central Mississippi valley n surrounding New Madrid. Figure 2 shows the location of known earthquakes with magnitudes greater than 4.5 in the region. Since this magnitude is the threshold of significant damage, this figure highlights the expected earthquake threat in the region.
|
Figure 2. Locations of known earthquakes with M > 4.5. The borders of the ANSS-MA region are indicated by the solid lines. Note that damaging or potentially damaging earthquakes have occurred with most states of the region. |
Several significant observations can be made from Figure 2. First, significant earthquakes occur over a very broad region. Although the figure indicates a preponderance of significant events near New Madrid and South Carolina, an expanded view would indicate a broad geographical distribution even within these smaller regions.
The New Madrid region in the Central United States can be defined as the area bounded by lines connecting the major cities of Little Rock, St. Louis, Evansville and Memphis. The South Carolina region appears to cover the entire state and not just Charleston. A rough guide is that these two active regions have dimensions on the order of 250 miles x 250 miles. These large dimensions, the relatively small number of instruments to be deployed under the ANSS, the relative infrequency of events, and the history of significant damaging earthquakes in the remainder of the Mid-America region argue for a slightly different monitoring strategy compared to seismically active regions within the U.S.
The ANSS-MA region has established an advisory committee. The committee membership was designed to represent all groups with an interest in the goals of the ANSS for Mid-America. The current members are listed in Appendix A and B of this plan. These committees have met and discussed the regional monitoring needs. Meeting minutes are documented at the ANSS-MA website:
http://www.ma-org/
B. Regional issues
The distribution of significant but infrequent earthquakes over such a large geographical area suggests the monitoring goals of the ANSS-MA may be different than in the more seismically active regions of the nation. To guide the distribution of national resources for the ANSS, the regional goals are to
The earthquake distribution and unique seismic wave propagation characteristics influence all aspects of the regional implementation. While the national backbone plan will provide uniform coverage of the entire region, other locations require denser monitoring to be accomplished by augmentation and enhancement of current monitoring.
Although national backbone will be able to define the earthquake size, source mechanism and depth for M > 4.5 earthquakes, precise locations require a denser deployment of instruments, which are also absolutely required to obtain the source parameters (hypocenter coordinates and magnitude) for smaller earthquakes (M > 3).
The deployment plan for broadband sensors and free-field strong motion sensors may be easier to define than that for the instrumentation of structures. The fraction of strong motion instruments deployed in the free-field versus within structures may be and perhaps should be different for ANSS-MA because of the large size of the region and the distribution of relatively infrequent, but historically significant seismic activity. In addition, the diversity of site conditions with currently poorly understood ground motion modification characteristics will weigh the deployment toward more free-field sites.
II. ANSS Stations
A. National
In May, 2001 the USGS provided a preliminary draft for a 100 station backbone for the contiguous 48 states. Currently it is projected that the national backbone will support 3-component broad band and 3-component strong motion data streams. To develop this draft, certain design assumptions were made:
No effort was made to define the specific type of instrumentation to be installed, e.g., USNSN or GSN type. Figure 3 presents the draft backbone. The proposed stations list for the Mid-America region is given in Appendix A.
The task before the ANSS-Central Region is to comment on this national level backbone and to use it as a guide for implementing the specific regional plan.
The Mid-America Region will propose a prioritized implementation plan for the national backbone stations within the region.Figure 3. Proposed distribution of ANSS backbone national monitoring. The boundaries of the ANSS-MA region are indicated.
B. Regional
The U. S. Geological Survey Circular 1188, Requirement for an Advanced National Seismic System, suggested a major upgrade of regional monitoring and the installation of strong ground motion monitoring in the free-field and in structures in urban areas of the nation. Approximately 10% of the strong ground motion monitoring suggested in the document was suggested for the Mid-America region. At full implementation this could cover about 100 sites for regional monitoring, and 300 sensors each for free-field and structural monitoring.
Because of the current rate of implementation, it is better to propose a regional monitoring philosophy that sets priorities for an incremental deployment of the ANSS and which can be drawn upon to design the implementation plan with an expedited deployment of the entire system:
The free-field strong motion instrumentation should record 6 components of ground motion – three components of weak motion recording in addition to the strong motion channels. Continuous data transmission will permit these instruments to contribute to the regional earthquake monitoring in addition to providing essential data from the large, but infrequent earthquakes.
Instead of a 50-50 distribution of free-field and structure strong ground motion monitoring, the Mid-America region requires a greater percentage of free-field deployments unless a significant number of instruments is provided.
Structural monitoring is important and required. Structural monitoring will be designed to ensure that generic structural types are monitored as well as a few selected unique structures. Generic structures consist of essential facilities, such as schools or fire stations, which will be chosen with the likelihood of providing data that can be adapted to similar structures within geographical subsets of the region. Unique structures may be chosen to address research issues related to the regionally specific ground motion characteristics, e.g., perhaps the response of very tall office buildings at large distances from earthquakes (Sears Tower in Chicago or the Arch in St. Louis) or instrumentation of new highway structures in cooperation with other agencies (FHWA).
The national backbone provides a uniform national monitoring that addresses national reporting requirements. It is de facto an integral part of regional monitoring. The national backbone implementation should be prioritized to assist regional monitoring needs by focusing on sites closest to those large historical earthquakes that are not well monitored at present. For example, the CLKS and TINE sites to monitor the Nemaha Uplift in Oklahoma, Kansas and Nebraska are required.
The SRIN site in central Indiana is near an existing quality site at Bloomington. Moving the SRIN site farther north in Indiana would permit better monitoring of earthquakes near Chicago. Departure from the initial 278 km station spacing goal is ameliorated by the data from the BLO station.
In the southeast, the southeastern
FY2001
The initial deployment of urban ground motion monitoring during FY2001 is accomplished. Stations were installed in the Memphis, TN, urban region (7), Dyersburg, TN (3), Jonesboro, AR (1) and Covington, TN (1). Site selection was based on a prioritized list established by the regional Advisory Committee in late 2000.
FY2002
Upgrade some existing broadband recording sites with strong motion recording capability. Specifically
Establish new urban monitoring sites in
Establish new broadband sites at
FY2003
Upgrade and incorporate stations of the PEPP, MichiSeis, OhioSeis and IndiSeis stations to be part of the ANSS system. These educational projects have found sites and communication links that can be used as part of the new system. The upgrade will not preempt the educational function but will serve to provide new data streams and build on local interest.
Expand free-field monitoring to Richmond, VA, Raleigh, NC, Knoxville and Chattanooga, TN, Augusta and Atlanta, GA, Birmingham, AL, Fayetteville, AR, Lawrence, KA, Omaha, NB, and Cleveland,OH.
Augment free-field monitoring in Charleston, and the broad central Mississippi Valley region.
Provide additional monitoring for the southern Appalachians.
Upgrade existing sites to broadband
Incorporate emerging ANSS stations into educational efforts
C. Urban – Structures
Initial free-field deployment was performed in FY2001. These instruments provide real time data streams to the CERI Earthworm system. Recommendations for additional free-field sites in FY2002 are given above.
During FY2002, a strong motion sub-committee to the Advisory Committee will be charged to
D. Operations and Maintenance
Initial operations and maintenance were discussed in the regional plan drafted last year. This suggested a central regional operations and a distributed maintenance. The maintenance aspect is simpler to address. The large size of this region, and the distances to stations, may require a number of maintenance centers. The plan suggested seven on the basis of geography and expected distribution of stations.
A detailed list of O&M requirements in terms of personnel and necessary resources is premature until the Technical Implementation Sub-committees (TICS) submit their reports and the ANSS plan is further developed. The design of the data acquisition system and regional data centers affects procurement and operation.
At present we consider the possibility of central data access and distributed review within the guidelines of the seismic network architecture. Given an initial automatic location, local geographical review will support local interest and will use local knowledge of what is and is not an earthquake. The local review will also provide feedback on desired products from the data center. Local review may be in conjunction with local maintenance.
Recognizing the likelihood of disruption in the underlying communication links because of the many links involved, a clone processing center is prudent. This backup facility will have a limited scope related to the requirement for rapid notification and need possess all the functions of the regional data center. A detailed discussion of the system robustness will be possible after the first ANSS TIC (Technical Implementation Committee) system design documents are released.
III. ANSS Information Center(s)
Information centers should be in urban areas affected by earthquakes. This differs from O&M centers in that these can be in relatively aseismic areas as long as there is interest in earthquakes. In addition, the O&M centers will function as information centers.
We will await report of the data product TIC, at which time the Advisory Committee will meet to address siting, alert recipients, responsibilities.
The ANSS-MA region benefits from the existence of the Central U. S. Earthquake Consortium (CUSEC). CUSEC, consisting of 7 charter and 10 associate states, represents all but 9 of the states in the ANSS-MA region. The ANSS-MA will work with CUSEC and its member states to develop the regional requirements for information needs.
IV. ANSS-MA Planning
This working outline for ANSS deployment in Mid-America establishes topics for this advisory committee to address. It is clear from the tabulations in the appendices that interested individuals in certain areas are not represented. To that purpose this document will be forwarded to seismologists in Texas, Oklahoma, Kansas and Iowa who must be included in the implementation process.
IV. Proposed National ANSS Backbone
The following tabulation is the subset of station sites plotted in Figure 1. The stations are listed by state. A name given in the last column indicates that this stations does not currently exist, and that the location is approximate within the guidance noted above.
|
State |
Station Code |
Latitude |
Longitude |
Name* |
|
Alabama |
ATAL |
31.024 |
-87.494 |
Atmore |
|
LRAL |
32.80 |
-86.94 |
Lakeview |
|
|
Arkansas |
MIAR |
34.5457 |
-93.573 |
|
|
Florida |
DWPF |
28.1100 |
-81.4330 |
|
|
Georgia |
ENGA |
31.413 |
-83.329 |
Enigma |
|
GOGA |
33.4112 |
-83.4666 |
||
|
Iowa |
SCIA |
42.017 |
-93.163 |
State |
|
Illinois |
HDIL |
40.421 |
-89.414 |
Hopedale |
|
Indiana |
SRIN |
40.135 |
-86.221 |
Sheridan |
|
Kansas |
CBKS |
38.814 |
-99.7374 |
|
|
CLKS |
37.032 |
-97.607 |
Caldwell |
|
|
Kentucky |
SEKY |
36.6 |
-83.72 |
|
|
Louisiana |
LSMT |
46.69 |
-106.22 |
LASA |
|
MNLA |
32.038 |
-93.7 |
Mansfield |
|
|
Michigan |
GRMI |
44.66 |
-84.715 |
Grayling |
|
MIME |
45.657 |
-68.71 |
Millinocket |
|
|
Minnesota |
BNMN |
46.358 |
-94.201 |
Brainerd |
|
EYMN |
47.9462 |
-91.495 |
||
|
SWMN |
44.0 |
-96.32 |
||
|
VKMN |
48.219 |
-96.406 |
Viking |
|
|
Missouri |
CCM |
38.0557 |
-91.2446 |
|
|
CTMO |
37.176 |
-94.31 |
Carthage |
|
|
SJMO |
39.769 |
-94.846 |
Saint |
|
|
Mississippi |
OXF |
34.5118 |
-89.4092 |
|
|
VBMS |
32.353 |
-90.878 |
Vicksburg |
|
|
Nebraska |
OGNE |
41.128 |
-101.719 |
Ogallala |
|
TINE |
42.047 |
-97.834 |
Tilden |
|
|
North Carolina |
MONC |
35.196 |
-78.067 |
Mount |
|
North Dakota |
ANND |
47.883 |
-100.241 |
Anamoose |
|
Ohio |
ACSO |
40.2318 |
-82.9833 |
|
|
Oklahoma |
WMOK |
34.7379 |
-98.781 |
|
|
South Carolina |
CBSC |
35.116 |
-82.15 |
Campobello |
|
NHSC |
33.1067 |
-80.1778 |
||
|
South Dakota |
RSSD |
44.1204 |
-104.0362 |
|
|
SNSD |
45.062 |
-99.512 |
Seneca |
|
|
Tennessee |
WVT |
36.13 |
-87.83 |
|
|
SWET |
35.2163 |
-85.9320 |
||
|
Texas |
ABTX |
32.7486 |
-99.7328 |
Abilene |
|
AMTX |
35.18 |
-101.87 |
Amarillo |
|
|
BUTX |
31.6917 |
-97.3483 |
Baylor |
|
|
CMTX |
31.6979 |
-105.3825 |
Cornudas |
|
|
GHTX |
27.17 |
-98.12 |
Gyp |
|
|
LTX |
29.3339 |
-103.6669 |
||
|
HKT |
29.9618 |
-95.8384 |
||
|
JCT |
30.4794 |
-99.8022 |
||
|
Virginia |
BLA |
37.2113 |
-80.421 |
|
|
Wisconsin |
COWI |
46.055 |
-89.258 |
Conover |
|
JFWS |
42.9143 |
-90.2481 |
||
|
West Virginia |
MCWV |
39.6581 |
-79.8456 |
|
|
*Locations with station names are tentative. Those without station names exist. Only a subset of digital broadband stations in the region will belong to the national backbone. Other stations will be the responsibility of the region. |
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Appendix A. Advisory Committee
The members of the ANSS-MA Advisory Committee are give below. The function of this group is to provide guidance on the use of resources and monitoring goals in the ANSS-MA.
CUSEC/EMA:
Jim Wilkinson
CUSEC
2630 E. Holmes Road
Memphis, TN 38118
Ph: 901-544-3570
Fax: 901-544-0544
jwilkinson@cusec.org
CUSEC State Geologists:
Norm Hester
Department of Geological Sciences
Indiana University
1001 E. 10th Street
Bloomington, IN 47405
Ph: 812-855-5975
Fax:
hester@indiana.edu
FHWA/DOT/Structural Engineering:
W. Phillip Yen (HRDI-07)
Office of Infrasturcture, FHWA R&D
6300 Georgetown Pike
McLean, VA 22101
Ph: 202-493-3056
Fax:
wen-huei.Yen@fhwa.dot.gov
Seismic Network Operations:
Gary Pavlis
Department of Geological Sciences
Indiana University
1005 E. 10th Street
Bloomington, IN 47405
Ph: 812-855-5141
pavlis@indiana.edu
Martin Chapman
Department of Geological Sciences
Virginia Tech
Blacksburg, VA 24061-0420
Ph: 540-231-5036
chapman@vtso.geol.vt.edu
Seismologist/Modeler:
Bob Herrmann (Committee Chair)
Department of Earth & Atmospheric Sciences
3507 Laclede Ave.
St. Louis, MO 63103
Ph: 314-977-3120
Fax: 314-977-3117
rbh@eas.slu.edu
Structural Research Engineer:
Nathan Gould
EQE International
1844 Lackland Hills Parkway
St. Louis, MO 63146
Ph: 314-994-7007
Fax: 314-994-0722
ncgould@eqe.com
Army Corps of Engineers:
Steve Williamson
U.S. Army Corps of Engineers
Memphis District
167 N. Main St./RM 137
Memphis, TN 38103-1894
Ph: 901-544-3461
Fax: 901-544-3611
steve.a.williamson@mvm02.usace.army.mil
Education and Outreach:
Larry Braile
Purdue University
Department Of Earth and
Atmospheric Sciences
West Lafayette, IN 47907-1397
Ph: 765-494-5979
Fax:
braile@purdue.edu
State Seismic Safety Commisssions:
Ron Padgett
Division of Emergency Management
Boone Center 228
Mining and Mineral Resources Building
Frankurt, KY 40601
Ph:502-607-1682
rpadgett@kydes.dma.state.ky.us
IRIS/USArray:
Tom Owens
Dept. of Geological Sciences
Univ. of South Carolina
701 Sumter St., Room EWSC 617
Columbia, SC 29208
Ph: 803-777-4530
Fax: 803-777-0906
owens@sc.edu
Industry Risk Management:
Tom Roeseler
2652 Whitewood Trail
St Louis, MO 63129-4621
Ph: 314-466-6662
thomas.roeseler@bankofamerica.com
Geotechnical Engineering:
Glenn Rix
Georgia Institute of Technology
School of Civil and
Environmental Engineering
Atlanta, GA 30332-0355
Ph: 404-894-2292
Fax: 404 894-2281
glenn.rix@ce.gatech.edu
FEMA:
Joe Rachel
FEMA Region IV
3003 Chamblee-Tucker Road
Atlanta, GA 30341
Ph: 770-220-5426
Fax: 770-220-5440
joseph.rachel@fema.gov
Structural Instrumentation:
Mehmet Celebi
USGS Menlo Park
345 Middlefield Rd, MS 977
Menlo Park, CA 94025
Ph: 650-329-5623
mcelebi@isdmnl.wr.usgs.gov
Regional Coordinator:
Mitch Withers
Univ. of Memphis, CERI
3904 Central Ave.
Memphis, TN 38152
Ph: 901-678-4940
Fax: 901-678-4734
withers@ceri.memphis.edu
Appendix B. Working Group
The members of the region’s technical working group are given below. The purpose of this group is to provide guidance on technical issues and siting.
Martin Chapman
Department of Geological Sciences
Virginia Tech
Blacksburg, VA 24061-0420
Ph: 540-231-5036
. chapman@vtso.geol.vt.edu
Bob Herrmann
Department of Earth & Atmospheric Sciences
3507 Laclede Ave.
St. Louis, MO 63103
Ph: 314-977-3120
Fax: 314-977-3117
rbh@eas.slu.edu
Jeff Munsey
TVA
Ph:865-632-4777
Fax: (865) 632-8212
jwmunsey@tva.gov
Gary Pavlis
Department of Geological Sciences
Indiana University
1005 E. 10th Street
Bloomington, IN 47405
Ph: 812-855-5141
pavlis@indiana.edu
Larry Ruff
University of Michigan
ruff@umich.edu
Pradeep Talwani
University of South Carolina at Columbia
Ph: 803-777-6449
talwani@prithvi.seis.sc.edu
Mitch Withers
Univ. of Memphis, CERI
3904 Central Ave.
Memphis, TN 38152
Ph: 901-678-4940
Fax: 901-678-4734
withers@ceri.memphis.edu