Sunday, June 13, 2021

Layout Design - 7 - Track Plan Analysis (Part 2)

In Layout Design Process 4 - Railroad Modeling I identified that the layout design process can be broken down into three primary functional areas: Concept, Structure and Layout Detail.

Layout Detail. Layout Detail identifies the parameters within which the layout must be designed. It is broken down into two main elements: 5) Layout Design, and 6) Construction to build the railroad.
  
Under the element Layout Design, Track Plan Analysis (Part 1) considered the design against the layout given and druthers. In Track Plan Analysis (2) will be an analysis of the actual track plan as presently envisioned, and an analysis of operational trackage versus numbers of trains etc.
 
Modeling Information
 
That raised the question about car density on the layout. I found an article in one of the model magazines that discussed a track density study of the model layout. The purpose was to aid the railroad modeler in identifying the following data points:
  • Size of the main line and passing tracks for movement of cars.
  • Functional capacity of cars in yards, industry and storage tracks.

The article provided a spreadsheet format to collect the data. All the trackage on the layout had to be measured by type. Measurement was in 40' carlengths. Those types of trackage to be measured were:

  • Mainline - self-explanatory
  • Siding - Main line passing tracks, not within yard limits
  • Functional - passing tracks within yard limits, yard leads, interchange,
  • Maint/Svc - MOW and engine facilities
  • Yard - tracks not including yard lead
  • Industrial - spur tracks specifically for loading and unloading
  • Storage - All other tracks used to stage or store locomotives and/or cars

Additional operational information is required for analysis. That information includes: 

  • Number of Cars in Service 
  • Number of Cars Moved 
  • InTransit Car Capacity Eastbound
  • InTransit Car Capacity Westbound

Once the data was entered into the database, car density was calculated and compared to a car density baseline suggested by the author. 

  • Functional Mainline Saturation (25-35%). 
  • Functional Track Saturation: (40-50%),
  • Storage Track Saturation: 33% (80-85%) ** assuming class 1 operations
  • Ideal Number of Cars is (30% of Storage tracks filled - Class 3)

The WWSL

An example

Let's use  Station 15 - Basalt for the example. Here is the Section diagram.


Measuring in 40' car length's for each track type we get the following data:


The entire WWSL layout. 

I did this for the entire WWSL layout. The results were:  

My operational information was included:

  • Number of Cars in Service  - 125
  • Number of Cars Moved - 80 (this included OPLC and STC operations)
  • InTransit Car Capacity Eastbound - 36 - (this included OPLC reload operations)
  • InTransit Car Capacity Westbound - 36 - (this included OPLC reload operations)

WWSL Analysis

 Based on the formulas in the spreadsheet, my Track Density for operations were:

  • Functional Mainline Saturation (25-35%) - 53% . 
    • InTransit Car Capacity Eastbound - (25-35%) -27% .
    • InTransit Car Capacity Westbound - (25-35%) - 24% .
  • Functional Track Saturation: (40-50%) - 25%
  • Storage Track Saturation: (80-85%) - 27%
  • Ideal Number of Cars: (30%) - 114
Analysis of the Analysis. I was surprised at how close my initial  layout planning ideas were confirmed by the data analysis.
  • Functional Mainline Saturation (25-35%) - 53% . The WWSL is a Class III railroad and has two additional Class III railroads it provides services to it. The WWSL main line is the means to getting to the customers on the line. 
  • InTransit Car Capacity Eastbound - (25-35%) -27%. This includes the OPLC reload (logging shuttle) operations, some of it on the WWSL main line. Totally consistant with Class III operations.
  • InTransit Car Capacity Westbound - (25-35%) - 24% . Again totally consistant with Class III operations. 
  • Storage Track Saturation - (80-85%) - 27%. Realizing the 80% is assuming class 1 operations, Class III operations would see primarily empty storage tracks as the norm.
  • Ideal Number of Cars -  (30%) - 114. I am using off-layout car storage for additional cars (for purposes of car interchange and car model type variety).
 

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