Challenges and Opportunities for Innovation in the Public Works ...

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Noise Monitor Helps Installations Respond to Community Noise Data Supports Efforts reschedule or relocate activities as needed to reduce the to Reduce Training Noise noise. Another important finding was that the actual noise source could be identified: at Fort Richardson, The days of isolated military posts are long past with about 50% of the complaints were called in when no the spread of urban communities into areas previously training was in progress; instead, it was found that the unpopulated. Termed encroachment by DOD, this trend noise was generated offpost at a highway construction of siting civilian dwellings near installations has intro- site. duced some problems that most neighborhoods never face. Finally, the Noise Monitor and Warning System improves community relations in two ways. FLrst, by Noise is among the most sensitive issues between the introducing this system and explaining its purpose to the installations and their neighbors. Many mission-critical public, the installation shows it is making a good faith activities such as training and vehicle maintenance pro- effort to address noise problems. Second, by having duce noise that may be annoying to members of the immediate feedback on the noise level, trainers can stop community. activities that could produce noise complaints, thus reducing the frequency of noise problems in the commu- The Noise Monitoring and Warning System gives nity. range officers a tool to manage noise-producing activities. The system uses microphones connected to a con- Cost troller panel. The microphones are installed on poles at field stations in or near the area where noise could be a A controller panel can accommodate up to 60 micproblem. The system detects and records noise levels rophone connections and costs S5000 to $7000. Each automatically. A software program interprets the data field station where a microphone is located costs by comparing it to a preset level and isolating it from $36,000; this cost also covers consulting to determine the background noise. The source noise level, in deci- the best site(s) for the stations and site preparation (e.g., bels, can be retrieved by a telephone call, or the con- installing poles). The total system cost varies, dependtroller can be programmed to send the DEH a notice if a ing on the number of field stations the installation certain noise level is exceeded. needs. Demonstration Validates System Procurement Information The FY86 demonstrations at Fort Richardson, AK, The noise monitor is available from the U.S. Army and Aberdeen Proving Ground, MD, had two objectives: Construction Engineering Research Laboratory (USA- 1) to determine the learning curve for installation per- CERL); see points of contact below. For more informasonnel who would be using the system and 2) to prove tion on the system or demonstration, a technical report that data from the system could be correlated with range can be ordered from USACERL: An Army Blast Noise operations and complaints received from the community. Monitoring and Warning System, TR-N-88/03. Potential users are also encouraged to contact the demonstration Both objectives were met successfully. Installation sites to learn more about the system and its applicability personnel were able to use the noise monitor with about to a specific installation. 2 hours of training; instruction was provided onsite at the time the systems were installed. Points of Contact Benefits Dr. Paul Schomer or Mr. Jerry Benson, USACERL, PO Box 4005, Champaign, IL 61824-4005, COMM 217- Installation noise levels are set by DOD and Army 373-7229 or -7253, toll-free 800-USA-CERL (outside regulations, and must conform to the Installation Corn- IL) or 800-252-7122 (in the state). Mr. Malcolm McLepatible Use Zone (ICUZ) program. The noise monitor od, U.S. Army Engineering and Housing Support Cencollects data that allows installations to 1) meet these ter, COMM 703-355-2003. LTC Hans Graven, Army criteria and 2) prove compliance. Environmental Office, 703-693-4635. The demonstrations showed that noise levels from specific activities could be correlated with complaints. This information allowed training coordinators to either Issued by USAEHSC, Fort Belvoir, VA, IAW AR 25-30. Additional copies are available from the FEAP Information Center, P.O. Box 4005, Champaign, IL 61824-40(L5, 217-352-6511, ext 386. 226
Pipeline Insertion Method (PIM) Innovative Ideas for the Operation, Maintenance, & Repair of Army Facilities ~ ~ ~ --. ~. ~ Top left: impact male just before connection to HOPE pipe, showing air line Inside HDPE pipe. * .. ~ -~ Bottom left. Impact mole bursts s cast Iron pipe ., . ~ and forces It Into the surrounding *oil. Above: SHOPE pipe Is Inserted Into the pit. Replace Buried Pipes With Minimal Site Disturbance PROBLEM: Replacing underground pipes by digging trenches often disrupts local activities and incurs high costs for restoring damaged surfaces. TECHNOLOGY: The pipeline insertion method (PIM) has an impact mole that breaks up existing pipe in the ground and forces fragments into the surrounding soil. It then replaces the old pipe with a high-density polyethylene (HOPE) pipe. DEMO SITE: Fort Belvoir, VA - FY87 BENEFITS: e Replaces old pipe with a new one of equal or larger diameter * Can be used in areas where digging is difficult or impossible *Avoids interruptions to traffic and other operations Minimizes the cost of surface restoration * Applies to any brittle, fracturable pipe--including sewer, water, and gas lines 2op wh iEosiApr 91
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.. . AD-A281 083 ' US-m op fEomsA -
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CEWRC-IWR DEPARTMENT OF THE ARMY CO
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CONTENTS INTRODUCTION .............
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CHALLENGES AND OPPORTUNITIES FOR IN
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WORKSHOP PRESENTATIONS
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growing threat from major fires, an
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- provide the highest technological
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SEARCHING FOR THE INFRASTRUCTURE OF
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Because of the large investment emb
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Finally, the substantial public wor
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COST-EFFECTIVE INFRASTRUCTURE PERFO
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0 Infrastructure innovation will su
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REFERENCES Balzhiser, R. E. 1989. M
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highways based on this total govern
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important aspect of a nations infra
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Universities Universities face chal
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Table 3. Federal, State & Local - f
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C 0 > Ep - LII> 6- 322 El
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INTRODUCTIO Stone & Webster Enginee
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correct. Conduit is not usually mod
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the duct section. The design of the
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mechanical and structural design. T
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its| ISOC [ FAN OUTLET TO STACK BRE
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Figure 4. Construction Sequence Mod
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Arthur Baskin and Stephen C-Y Lu Ma
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Arthur Baskin and Stephen C-Y Lu 2.
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Arthur Baskin and Stephen C-Y Lu "*
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Arthur Baskin and Stephen C-Y Lu Ex
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Arthur Baskin and Stephen C-V Lu Di
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Arthur Baskin and Stephen C-Y Lu de
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Arthur BasiWn and Stephen C-Y Lu To
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Arthur Baskin and Stephen C-Y Lu Th
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Arthur Baskin and Stephen C-Y Lu co
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Arthur Baskin and Stephen C-Y Lu b-
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Arthur Baskin and Stephen C-Y Lu (1
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Arthur B"sWin and Stephen C-Y Lu (3
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But SHRP's success further undersco
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For all this new Research Activity,
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Technological Advances and Public W
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limits of existing technologies and
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through the formulation of visions
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proposed that it develop a soil com
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of each side, the time for completi
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compensation structure that not onl
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PSOCIETAL NEEDI ICONCEPT DEVELOPM:E
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JAPAN U.S.A. * REASONS FOR RESEARCH
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U.S. PRESSS PROGRAM Executive IwU.
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1. Information is lacking or scarce
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exist, offer explanations of these
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WORKSHOP CHALLENGES AND OPPORTUNITI
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Table 1, Ranking of Agencies or Gro
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From the overall study, three gener
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3. INTRODUCTION The Nation's infras
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A group of recognized experts on is
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abound to the point where I have op
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Is the bottom line that the first b
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SUPPLY DEMAND Provider of Public Wo
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The GFRC has assisted other federal
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Financial Sources - - The Intergove
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constraint upon state and local gov
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To understand the implications of t
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Intergovernmental Sources of Fundin
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Tremendous differences exist among
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funds, these have the effect of low
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population growth over the last thr
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Table I Sources of Funds for State
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0000 ' O C 00 - ' Ir . c - q - . '0
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equirements of construction; those
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in the birth of engineering as the
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allocate known risks among themselv
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outine infrastructure project fully
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Innovation and Technology Transfer
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Technology Transfer Plan for Each P
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The ATLSS Integrated Buildings Syst
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Technology Transfer (T) as a Work-P
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In the end, one may find that there
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different evolutionary stages. Each
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References. 1. Bonnett, R. K., 1989
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The typical approach for the captur
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of loss does exist. Conversely, in
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B. LIABILITY ARISING OUT OF NEGLIGE
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Page 176 and 177: While express disclaimers of warran
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Page 182 and 183: 2. Licensing of Discoveries Through
Page 184 and 185: To a substantial degree, the partic
Page 186 and 187: Institutional risk control: High. I
Page 188 and 189: Implementation Innovation Through T
Page 190 and 191: evealing. When categorized into eig
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Page 194 and 195: Mission Implemrentation of Innovati
Page 196 and 197: Sampling of Products Active Task Fo
Page 198 and 199: Typical Company Product Catalog c P
Page 200 and 201: Cil Education Program Pilot Short C
Page 202 and 203: 10 May 1992 Technology Transfer and
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Page 208 and 209: development effort. Developing inno
Page 210 and 211: among potential users, 2) provide i
Page 212 and 213: Jeffrey J. Walaszek USACERL, Public
Page 214 and 215: "O&M Chiefs" fto,, Page i meeting o
Page 216 and 217: Technical Reports - Videos, cont'd
Page 218 and 219: Fort Harrison Expects Quick Payback
Page 220 and 221: Test Water Quality at Minimal Cost
Page 224 and 225: Trenchless Pipe Replacement PIM: Th
Page 226 and 227: PRR-4 Geotextile Applications PRR-1
Page 228 and 229: After addressing these initial matt
Page 230 and 231: Concluding thoughts The chairman as
Page 232 and 233: The APWA has been very successful i
Page 234 and 235: challenge these constraints for jus
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Page 238 and 239: A national catalyst must not be a b
Page 240 and 241: WORKSHOP AGENDA Tuesday March 3. 19
Page 242 and 243: Summary of Session C & Group Discus
Page 244 and 245: infrastructure. He also asserts tha
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Page 248 and 249: BIOGRAPHICAL SKETCHES APPENDIX C Ar
Page 250 and 251: Publications include: "The Manageme
Page 252 and 253: concrete beams. From the American C
Page 254 and 255: William D. Michalerya William Micha
Page 256 and 257: Mr. Schilling graduated in 1963 as
Page 258 and 259: Dr. Walton has been involved in res
Page 260 and 261: REPORT DOCUMENTATION PAGE 1p Pubkc
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