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Advanced National Seismic System –

Mid-America Region Management Plan

ANSS-MA Advisory Committee

I. Introduction

A. Description of region

  1. Geography
  2. 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.

  3. Seismology
  4. 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.

  5. ANSS working group(s) and advisory committee(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:

  1. An inter-station spacing of 278 km ± 50 km to ensure uniform coverage.
  2. Incorporation of many of the existing USNSN, GSN and cooperating stations that contribute to the goal of uniform coverage
  3. Choice of new locations based on a nearby community

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.

  1. Comments/recommendations with respect to suggested sites

Figure 3. Proposed distribution of ANSS backbone national monitoring. The boundaries of the ANSS-MA region are indicated.

 

B. Regional

  1. Recommendations for the number and locations of regional broadband stations

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).

  1. Interface with national system
  2. 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

  3. Suggested deployment sequence

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

 

  1. Description of number/type of instrumentation per structure
  2. Rationale for chosen structure/location

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.

 

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