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Abstract

The core principles of collecting good quality data from site for creating CCTV inspection reports including some explanations of how to avoid common mistakes.

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rootWRc Collecting Good Site CCTV Inspection Data
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The PLR Naming Convention

Most global drainage inspection standards include a system for naming pipes based on either the upstream manhole ID or a combination of both the upstream and downstream manhole IDs. The Manual of Sewer Condition Classification (MSCC) defines the naming convention for WRc pipe and sewer inspection using the Pipe Length Reference (PLR) system at all times:

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This list can be extended or modified as required by the user because it is only a suggestion for a simple and robust naming convention that is easy to follow and is informative. It should be remembered that the upstream and downstream node ID fields in the WRc reporting in WinCan VX only allow for 10 characters maximum. The reasons for this are because the manhole naming convention described in Appendix A of the MSCC only require 10 characters to name any manhole in the country, and the xml data format exchange file also limits this field to 10 characters. This naming convention is described in detail in Understanding STC25 Manhole References.

In short, the really easy way to fix the commonly seen data problems like that describe above is to use numbers in the gully (or whatever upstream node exists on site) references, like this:

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Good data with no duplicate PLRs.

Info

The most common time that we see data problems like this is when people inspect upstream from an inspection chamber on site (let’s call it MH1) and they push the camera up 2 or 3 branch lines coming into chamber MH1. They label the upstream node as LatA, LatB and LatC, which then means that the PLRs are LatAX, LatBX and LatCX. So far, so good.

But now they move on down the main line to MH2 and do the same thing again starting at A, so they inspect from MH2 upstream to LatA and LatB, making the PLRs LatAX and LatBX. Now we have 2 LatAX and 2 LatBX in the project and already the data is starting to fall apart. And of course they will swear blind that the pipes are different pipe because they are connected to MH1 and MH2, but this is just not the case in the data. The data sees them as the same pipe because they have the same PLR.

Some pointers to help you demystify the nomenclature:

  • ‘LatA’ describes a pipe, but the field in the WinCan header is ‘Upstream Node’, it is not ‘Pipe ID’. So, you should be entering the node ID of the object that is that the upstream end of this pipe and not some kind of lazy shortcut ID for the pipe. So, something like SVP1, WC3 etc is much more appropriate and then simply keep incrementing the number part for every SVP or WC found on site. The correct PLRs will fall out naturally in the wash with ease and with no pop-up warnings in WinCan VX.

  • The software does not work by considering ‘start’ and ‘finish’ points of an inspection. This is an old concept that was discarded a long time ago in nearly all global inspection standards in favour of ‘upstream node', ‘downstream node’ and ‘inspection direction’. The upstream and downstream nodes of a pipe are attributes of the pipe itself and are not affected by the inspection. An inspection of this pipe can be ‘upstream’ or ‘downstream’, but it does not change the fact that the upstream end of the pipe is Node1 and the downstream end is Node2. Consider a pipe flowing from MH1 to MH2:

    • Upstream Node = MH1

    • Downstream Node = MH2

    • Inspection direction can be either Upstream or Downstream

Because the name of the pipe (the PLR) is defined by the upstream node ID and the PLR Suffix, this allows a manhole or other node to have up to 3 outgoing pipes. This may seem a strange concept to many CCTV inspectors, particularly at a domestic level because they have very likely never seen a manhole with 2 or more outgoing pipes. However, this is extremely common in highways drainage and is constructed this way by design because on highways (more than any other place) it is essential to get the water off the road at all costs and as quickly as possible during heavy rainfall events so as to avoid traffic accidents.

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Good Site Drawings

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Understanding STC25 Manhole References

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