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• Chapter: 3.0 Model Design
  387 bytes (30 words) - 13:29, 28 October 2016

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• North Florida TPO Model Users’ Guide
  <h2>Northeast Regional Planning Model: Activity Based</h2> *[[:Category:3.0 Model Design | Chapter| 3.0 Model Design]]
  1 KB (124 words) - 14:29, 22 December 2020
• 3.1 Process Flow
  [[Category:3.0 Model Design]] ...chieve a stable, equilibrated result. Figure 3‑1 illustrates the overall model system flow.
  3 KB (449 words) - 19:19, 25 August 2020
• 3.2 All Streets Network Preparation
  [[Category:3.0 Model Design]] ...indicates) that consists of all the streets in the model region. A typical model network would only consist of freeways, expressways, and major and minor ar
  1 KB (196 words) - 19:43, 25 August 2020
• 3.3 Short Distance Impedance Generation
  [[Category:3.0 Model Design]]
  1 KB (187 words) - 19:46, 25 August 2020
• 3.4 Land Use Data Prep
  [[Category:3.0 Model Design]] ...asures used in application are consistent with those used for the original model estimation. Thus, when preparing new buffer measures, users should not mod
  10 KB (1,596 words) - 13:47, 9 November 2020
• 3.5 Synthetic Population
  [[Category:3.0 Model Design]] ...is Zones (TAZs) to generate trips. On the other hand, in an activity-based model (ABM), choices involving activities and trips are simulated for each of the
  30 KB (3,936 words) - 14:29, 9 November 2020
• 3.6 Daysim Inputs
  [[Category:3.0 Model Design]] ...ons provide a brief overview of the inputs to the DaySim components of the model system.
  6 KB (889 words) - 23:16, 25 August 2020
• 3.7 Configuration
  [[Category:3.0 Model Design]] ...d be executed. A detailed description of the setting used in the NERPM-AB model is provided in section 4.3.
  1 KB (218 words) - 19:57, 3 September 2020
• 3.8 Network Preparation & Skimming
  [[Category:3.0 Model Design]] ...e flow highway skims are created and used. In subsequent iterations of the model, loaded/congested skims from the previous iteration are used.
  6 KB (843 words) - 21:08, 17 October 2016
• 3.9 Auxiliary Demand
  [[Category:3.0 Model Design]] ...RATIONMODEL">TABLE 3-10 NERPM-AB MODEL DEMAND ESTIMATED BY TRIP GENERATION MODEL</h4><div class="table-wrap">
  8 KB (1,033 words) - 21:10, 17 October 2016
• 3.10 DaySim
  [[Category:3.0 Model Design]] ...ower levels in the hierarchy. The detailed hierarchy and flow through the model is illustrated in Figure 3‑4. Note that the general flow is down from th
  2 KB (359 words) - 19:21, 25 August 2020
• 3.11 Assignment Preparation
  [[Category:3.0 Model Design]] ...that generates passenger demand has been replaced by DaySim activity-based model. DaySim produces detailed outputs that include information on activities an
  2 KB (323 words) - 21:15, 17 October 2016
• 3.12 Assignment
  [[Category:3.0 Model Design]] Primary Output = Final Daily, AM, MD, PM and NT model period loaded highway networks (*.net) containing link volumes and congeste
  4 KB (554 words) - 21:17, 17 October 2016
• 3.13 Feedback
  [[Category:3.0 Model Design]] ...the highway assignment process, and between “system” iterations of the model system in which both the Daysim activity-based demand components and the Cu
  2 KB (304 words) - 21:18, 17 October 2016
• 3.14 Reporting
  [[Category:3.0 Model Design]] ...el run. These reports can be used assess model performance, and can inform model calibration and validation, as well as other analyses.
  4 KB (581 words) - 21:23, 17 October 2016