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Appendices to NCHRP Research Report 842 (2017)

Chapter: Appendix F - Two-Point Source Distribution Development

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Page 106
Suggested Citation:"Appendix F - Two-Point Source Distribution Development." National Academies of Sciences, Engineering, and Medicine. 2017. Appendices to NCHRP Research Report 842. Washington, DC: The National Academies Press. doi: 10.17226/24703.
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Page 106
Page 107
Suggested Citation:"Appendix F - Two-Point Source Distribution Development." National Academies of Sciences, Engineering, and Medicine. 2017. Appendices to NCHRP Research Report 842. Washington, DC: The National Academies Press. doi: 10.17226/24703.
×
Page 107
Page 108
Suggested Citation:"Appendix F - Two-Point Source Distribution Development." National Academies of Sciences, Engineering, and Medicine. 2017. Appendices to NCHRP Research Report 842. Washington, DC: The National Academies Press. doi: 10.17226/24703.
×
Page 108
Page 109
Suggested Citation:"Appendix F - Two-Point Source Distribution Development." National Academies of Sciences, Engineering, and Medicine. 2017. Appendices to NCHRP Research Report 842. Washington, DC: The National Academies Press. doi: 10.17226/24703.
×
Page 109
Page 110
Suggested Citation:"Appendix F - Two-Point Source Distribution Development." National Academies of Sciences, Engineering, and Medicine. 2017. Appendices to NCHRP Research Report 842. Washington, DC: The National Academies Press. doi: 10.17226/24703.
×
Page 110
Page 111
Suggested Citation:"Appendix F - Two-Point Source Distribution Development." National Academies of Sciences, Engineering, and Medicine. 2017. Appendices to NCHRP Research Report 842. Washington, DC: The National Academies Press. doi: 10.17226/24703.
×
Page 111
Page 112
Suggested Citation:"Appendix F - Two-Point Source Distribution Development." National Academies of Sciences, Engineering, and Medicine. 2017. Appendices to NCHRP Research Report 842. Washington, DC: The National Academies Press. doi: 10.17226/24703.
×
Page 112

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

F1 APPENDIX F TWO-POINT SOURCE DISTRIBUTION DEVELOPMENT TABLE OF CONTENTS FINAL MATCHING OF TWO-POINT SOURCE MODEL TO AVERAGE HEAVY TRUCK PROFILES ............................................................................................................F2

FINA In this a profile fr the main minimizi best fit fo frequency profile. T of the pr in these f dominate source up Even tho these freq Figure F point sou L MATCH ppendix, the om all mea report (i.e. ng the num r a group o profiles (3 his is a com ofiles are ac requencies, in the 3,1 in the vici ugh this typ uencies. 1: Final ma rces ING OF TW optimum surement sit , other than ber of heigh f frequency ,150 and 4, bination of tually backg tire noise is 50 and 4,00 nity of the e e is low in tching of m O-POINT TRUC matching of es is presen 630 and 2, ts for the u bands and n 000 Hz), th several effe round noise much less o 0 Hz band xhaust stack amplitude, easured 31 F2 SOURCE K PROFIL the two-po ted for the 000 Hz). Th pper source ot just for a e average pr cts. The sou and an abs f a source t s. Finally, s outlet, assu it stands ou 5 Hz profile MODEL T ES int source one-third oc e optimizin . As a resul given freq ofiles indic rce levels e ence of any han it is bel ome indivi med to be t relative to to a groun O AVERA model to th tave bands g process t t, the best f uency show ate some no verywhere a identifiable ow 3,150 H dual trucks jetting noise the lack of d level and GE HEAV e average h not discuss ook into acc it is actuall n. For the h ise higher i re low; so, source. Fu z; so, it doe indicate a from the o other sourc 3.3ft (1m) Y eavy ed in ount y the igher n the most rther, s not noise utlet. es in high

Figure F point sou Figure F point sou 2: Final ma rces 3: Final ma rces tching of m tching of m easured 40 easured 50 F3 0 Hz profile 0 Hz profile to a groun to a groun d level and d level and 3.3ft (1m) 3.3ft (1m) high high

  Figure F point sou Figure F point sou 4: Final ma rces 5: Final ma rces tching of m tching of me easured 800 asured 1,00 F4 Hz profile 0 Hz profile to a ground to a groun level and d level and 2.3ft (0.7m) 2.3ft (0.7m) high high

Figure F point sou Figure F point sou 6: Final ma rces 7: Final ma rces tching of me tching of me asured 1,25 asured 1,60 F5 0 Hz profile 0 Hz profile to a groun to a groun d level and d level and 2.3ft (0.7m) 1.6ft (0.5m) high high

Figure F point sou Figure F point sou 8: Final ma rces 9: Final ma rces tching of me tching of m asured 2,50 easured 3,1 F6 0 Hz profile 50 Hz profi to a groun le to a grou d level and nd level and 1.6ft (0.5m) 1ft (0.3m) high high

Figure F point sou 10: Final m rces atching of measured 4,0 F7 00 Hz profile to a ground level and 1ft (0.3m) high

Next: Appendix G - Barrier/ Distribution Analysis »
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TRB's National Cooperative Highway Research Program (NCHRP) Web-Only Document 225: Appendices to NCHRP Research Report 842 contains nine appendices to

NCHRP Research Report 842: Mapping Heavy Vehicle Noise Source Heights for Highway Noise Analysis

. NCHRP Research Report 842 provides an analysis to determine height distributions and spectral content for heavy vehicle noise sources. The report also explores establishing and beginning the development of an extended heavy vehicle (truck and bus) noise source database for incorporation into traffic noise models, including future versions of the U.S. Federal Highway Administration (FHWA) Transportation Noise Model (TNM) acoustical code.

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