Why Mobile GIS is Critical to Preventing Gas Explosions

2022-08-30 20:45:08
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Illustration: © IoT For All

This article is part 1 of a 2-part series on Mobile GIS and cross bores.

Cross bores occur when a natural gas line is accidentally drilled through existing underground infrastructure – like a sewer pipe. They’re a big problem for utilities and a risk to public health because of their role in natural gas explosions.

However, new mapping technology – Mobile GIS – can help reduce the risks of cross bores by decreasing costs and increasing speed in utility integrity management.

'The utility industry needs a standardized, simple system of record that maintains a single source of truth from the beginning to the end of the process.' -UnearthClick To Tweet

The Cross Bore Problem in the US

Estimates place the number of cross bores in the United States at up to 1 million.

The number of destructive incidents is more difficult to pin down, but between 2000 and 2010 there were 18 cross bore-related explosions, averaging approximately two incidents per year. Steps are now being taken to prevent new cross bores.

However, the only way to prevent deaths from existing ones is to manually inspect every length of sewer pipe in the country. The Cross Bore Detection and Mitigation was created to accomplish this immense task.

Utility companies own the risks related to cross bore incidents and thus the responsibility for preventing them. Knowledge sharing occurs industry-wide with the common goal of helping everyone develop the best cross bore program possible.

However, there is a notable lack of standardization in the tools and methodologies implemented to accomplish find and resolve cross bores.

Image Source: Unearth

In the Common Ground Alliance’s 2018 Technology Report: Technology Advancements & Gaps in Underground Safety, the organization identifies thirteen areas related to mapping and GIS that need technological solutions:

  1. Accurate mapping of underground facilities
  2. Mapping near misses – collecting and enabling the use of this data
  3. Mapping damage locations
  4. Enabling data sharing
  5. Identifying facilities currently not mapped, recorded, or known
  6. Making the GPS mapping technology usable by construction crews
  7. Integrating GPS mapping and GIS in real time and workflow
  8. Using routine maintenance opportunities to GPS-record assets
  9. Creating “open” GIS systems/better sharing of the data
  10. Mapping assets through mainline inspections and associating location with video
  11. Providing better GPS signal strength in urban canyons and under tree cover*
  12. Providing software analysis for quality feedback about GPS coordinate collection
  13. Developing standards for GPS data quality

This blog proposes the implementation of Mobile GIS to address 12 of the 13 issues above – helping to save lives by creating a faster, more cost-effective legacy cross bore process.

Goals and Challenges of Cross Bore Programs

A standard legacy cross bore program, one that focuses on finding and repairing existing cross bores, contains the following parts:

  1. Risk assessment: Determine the risk of a cross bore incident and prioritize areas for inspection by analyzing parcel and plat data.

    Risk assessment involves sorting, organizing, and analyzing massive amounts of data related to a broad physical location. The results must then be organized in a way that is easily accessible and understandable for the next step. The heavy amount of data-related work is time-consuming and resource intensive.

  2. Inspection Packet Assignment: Individual inspection teams must take their assignment, run a sewer scope for each parcel, and precisely record the results.

    Each field team and each contracting company must develop their own process of recording data according to the materials provided to them by the utility company. These methods often rely on a mixture of PDF files and paper and require information to be copied by hand multiple times. The lack of standardization and digitization introduces a wide opportunity for error.

  3. Parcel Inspection: The contractor must take the inspection packet assignment from the utility and effectively distribute the work to their field teams while accurately tracking the progress.

    Many potential issues arise in this step, as it’s the first instance where instructions are passed through multiple people. The challenge for the utility company is making sure their packet assignment is easily understood, while the challenge for contractors is making sure they properly understand the assignment and can effectively optimize their work and inspection routes. If wires are crossed here, inspections won’t happen properly and work will need to be redone.

  4. Data Capture: Effectively transfer inspection data from the field to the utility company.

    Transferring this large quantity of data results in a number of pain points. Video evidence is often sent in DVD format, which makes it highly challenging to review quickly. Map data must also be compiled and sent off in a way that coordinates with the video data. The combination of physical media and digital documents leads to a slow and disorganized data transfer process that can severely delay schedules and result in lost data.

  5. QA/QC Review: It’s the responsibility of the utility company to verify the data sent to them by their contractors, ensuring it meets accuracy and standards guidelines. The QA/QC review process exists as a failsafe step to make sure that no cross bore goes unnoticed. If the utility company finds a problem, the information must be sent back to the contractor to be reviewed and re-inspected.

    This step can be a significant time drain. With no standardized methods of data collection and no organized reporting, error rates can be quite high. Higher error rates mean significant delays as reports must be sent back and forth for multiple inspections.

  6. Cataloging: Once the data has been verified, it must be transferred into the utilities’ preferred format of record, distributed to the appropriate teams, and then stored for future reference.

    Cataloging introduces more room for error, as data must be transcribed once again. It also creates another bottleneck in the cross bore process because it’s an expensive, manual effort limited by the number of people devoted to the process.

In laying out the steps and challenges of a legacy cross bore program, a clear theme emerges. The utility industry needs a standardized, simple system of record that maintains a single source of truth from the beginning to the end of the process. Only one category of software comes close to addressing these needs: Geographic Information Systems (GIS).

The Role of GIS in Legacy Cross Bore Programs

GIS refers to a broad group of data management systems that organize information by location – two well-known examples are Google Earth and ESRI.

GIS technology typically features a set of powerful tools for a variety of advanced data applications. Unfortunately, the complexity inherent to this type of software typically limits its accessibility to only professionally trained personnel.

For legacy cross bore work, the basic function of GIS software is to enable a utility to properly document inspected sewer lines on a map of their territory. In an ideal world, GIS software would be the foundation of a legacy cross bore program, from identifying and assigning work, all the way to cataloging inspected parcels.

Unfortunately, most GIS software is too cumbersome to be used efficiently by each individual involved in the cross bore mitigation and detection process. So, instead of becoming an essential tool for accomplishing work quickly and accurately, GIS becomes an inconvenient requirement of the data storage process.

If utility companies are ever going to effectively find and resolve every cross bore instance across the millions of miles of sewer infrastructure in the United States, they’ll need to streamline the use of GIS technology.

The industry must go beyond the current capabilities of modern Desktop GIS software, and work to create a map-based workflow that allows flawless communication and data transfer between the office and the field.

Going Beyond Desktop GIS: An End-To-End Approach to Legacy Cross Bores

The missing piece of modern GIS is its inability to be used by everyone involved in the cross bore detection and mitigation process.

This roadblock exists for a number of reasons:

  • Data structures in GIS are not optimized for mobile devices or mobile networks.
  • GIS requires expensive and powerful local hardware to run.
  • The user experience of GIS software is complex, requiring years of training to master.
  • Licensing structures are cost-prohibitive and restrictive, particularly when it comes to field teams.

These are the weaknesses of desktop GIS – powerful, yet complex technology installed on a computer, which doesn’t translate well to the field.

To go beyond GIS, the utility industry needs to implement a map-based system that doesn’t just store geospatial data, but also optimizes the process of cross bore detection and mitigation itself. In other words, utilities need Mobile GIS.

Effective Mobile GIS provides:

  • Mobile-first design with data structures created for delivery over mobile networks.
  • Cloud-based architecture that eliminates the need for powerful local hardware.
  • A simple user experience that lets anyone pick it up and use it instantly.
  • An adaptive license structure that’s flexible enough to meet the needs of scaling with field teams.
  • A feature set that is still robust and powerful enough to meet the enormous data requirements of cross bore mitigation and detection.

With these pieces in place, a legacy cross bore program could be simplified and streamlined into a few steps that all take place in a single system:

  1. Upload or select the area that needs to be inspected.
  2. Assign the area to a designated field team.
  3. The field team marks their inspection directly into the system from the field.
  4. Maps and all associated data are instantly available for review by the utility.
  5. Once reviewed, the process is finished. There’s no need to transfer to another system of record.

If the industry can agree upon a standardized system and process, it can work together to help cross bore detection and mitigation evolve to be even faster and more streamlined.

Why Invest the Time and Effort to Procure Mobile GIS?

Ultimately, legacy cross bore programs are about saving lives.

With estimates of cross bores occurring at a rate of .4 for every mile of pipeline, and with 2.5 million miles of pipeline in the United States, this problem needs to be tackled as swiftly as possible.

In a good year, using current standards, a utility company can potentially clear around 35,000 addresses. Extrapolated out, that means clearing a large territory of 5 million addresses would take almost 150 years!

The hard truth is that with the current process, it will be impossible to ever fully complete a cross bore program in an acceptable time frame. With cross bore incidents occurring at a rate of about 2 per year, that’s a significant number of lives at risk.

If legacy cross bores are ever to become a thing of the past, and the risk of injury and death eliminated, the industry has to figure out how to make the process faster and cheaper.

A new method of GIS is the mission-critical task to accomplish these objectives; it offers the most opportunity to advance the goals from both a short- and long-term perspective.

Short-Term Benefits

End-to-end inspection speed can be significantly increased by simplifying time-consuming tasks and eliminating redundant steps in the assignment, inspection, and review processes. 

As speed increases, the cost to inspect a parcel comes down, allowing teams to inspect a broader area for the same amount of budget. Additionally, as the number of systems involved declines, the budget spent to maintain them can be redirected toward other expenses, such as assigning more inspection packets.

Long-Term Benefits

The long term is where moving beyond Desktop GIS gets really exciting. Once inspection data begins to accumulate in a single system, the possibilities of what you can do with that data increase exponentially.

The most exciting prospects involve the potential for predictive analysis. With enough inspection data, utilities can begin to automatically identify areas with a high risk of cross bores, prioritize them based on their internal criteria, and then create a predictive schedule for when their entire service area will be free of legacy cross bores.

Modernizing the GIS standards of legacy cross bore programs is the essential first step in eliminating latent cross bores nationwide. Without a solid foundation, progress will continue to be slow and costly, making it virtually impossible to get rid of this threat.

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  • Cloud Software
  • Data Analytics
  • Digital Transformation
  • Energy
  • GPS

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  • Digital Transformation
  • Energy
  • GPS

参考译文
为什么移动GIS对防止瓦斯爆炸至关重要
图示:© IoT For All --> 本文是关于移动GIS(Mobile GIS)与交叉钻孔的两篇系列文章的第一篇。交叉钻孔是指在钻探天然气管道时意外穿过现有地下基础设施(如污水管道)的现象。这对公用事业公司来说是一个重大问题,也对公共健康构成威胁,因为它们可能是天然气爆炸的原因。然而,新的制图技术——移动GIS(Mobile GIS)可以通过降低公用事业完整性管理中的成本和提高速度来减少交叉钻孔的风险。“公用事业行业需要一个标准化的、简单的记录系统,以在整个流程中保持单一的事实来源。” ——Unearth 点击推特 交叉钻孔问题在美国 估计美国的交叉钻孔数量高达一百万。造成破坏的事件数量更难以确定,但在2000至2010年间,发生了18起与交叉钻孔相关的爆炸,平均每年两起。目前,正在采取措施防止新的交叉钻孔发生。然而,唯一能够防止现有交叉钻孔造成死亡的方法,是手动检查全国范围内的每一根污水管道。交叉钻孔探测与缓解行动就是为了完成这一艰巨任务而设立的。公用事业公司拥有与交叉钻孔事件相关的风险,因此也有责任预防它们。行业内的知识共享具有共同目标,即帮助每个人开发出最佳的交叉钻孔管理方案。然而,用于发现和解决交叉钻孔的工具和方法实施方面缺乏标准化。 图片来源:Unearth 在“共同地面联盟”(Common Ground Alliance)2018年的《技术报告:地下安全的技术进步与空白》中,该组织指出了与地图和GIS相关的13个需要技术解决方案的领域: 地下设施的精确制图; 映射“接近事故”——收集并启用此类数据; 映射损坏位置; 促进数据共享; 识别目前未被绘制、记录或知晓的设施; 使GPS制图技术适用于施工人员; 实时将GPS制图与GIS整合到工作流程中; 利用常规维护机会记录资产的GPS位置; 创建“开放”的GIS系统/更好地共享数据; 通过主干管道检查来测绘资产,并将位置与视频关联; 在城市峡谷和树木覆盖下提供更强的GPS信号; 提供软件分析,以对GPS坐标收集的质量进行反馈; 制定GPS数据质量的标准。 本文建议实施移动GIS,以应对上述13项问题中的12项——通过创建更快、更具成本效益的遗留交叉钻孔流程,以拯救生命。 交叉钻孔项目的目标和挑战 一个典型的遗留交叉钻孔项目,旨在发现和修复现有交叉钻孔,包含以下部分: 风险评估:通过分析地块和地图数据,确定交叉钻孔事件的风险,并优先安排检查区域。 风险评估涉及对广泛物理位置相关的大量数据进行分类、整理和分析。结果必须以一种便于下一步访问和理解的方式进行组织。由于数据相关的工作非常繁重,因此耗时且资源密集。 检查包分配:个别检查团队必须领取任务,对每个地块进行污水检查,并精确记录结果。 每个现场团队和每家承包公司必须根据公用事业公司提供的材料,开发自己的数据记录流程。这些方法通常依赖PDF文件和纸质文档,并需要多次手动录入信息。缺乏标准化和数字化带来了广泛的出错机会。 地块检查:承包商必须从公用事业公司接收检查包任务,并将其有效分配给现场团队,同时准确跟踪进度。 在这一阶段,可能会出现许多潜在问题,因为这是第一次将任务通过多人传递。公用事业公司的挑战在于确保检查包任务易于理解,而承包商的挑战在于确保他们正确理解任务,并能有效优化工作和检查路线。如果在这里出现误解,检查将无法顺利进行,需要重新执行。 数据捕获:将现场检查数据有效传输给公用事业公司。 传输如此大量的数据会产生很多痛点。视频证据通常以DVD格式发送,使得快速查看变得非常困难。地图数据也必须以一种与视频数据协调的方式进行整理和发送。这种物理媒体和数字文件的结合导致了缓慢且混乱的数据传输过程,可能会严重延误进度并导致数据丢失。 QA/QC审查:公用事业公司有责任验证其承包商发送给他们的数据,确保其符合准确性和标准指南。 QA/QC审查流程的存在是为了确保没有交叉钻孔被忽视。如果公用事业公司发现任何问题,必须将信息发回承包商进行审查和重新检查。 此步骤可能会占用大量时间。由于缺乏标准化的数据收集方法和有序的报告,错误率可能相当高。更高的错误率意味着显著的延迟,因为报告必须来回多次审查。 分类:一旦数据被验证,就必须转换为公用事业公司首选的记录格式,分发给相关团队,并存储以供将来参考。 分类会引入更多的出错机会,因为数据必须再次转录。它也再次成为交叉钻孔流程的瓶颈,因为这是一个昂贵且依赖人工操作的过程,受限于参与流程的人员数量。 在列出遗留交叉钻孔项目的步骤和挑战之后,一个清晰的主题出现了:公用事业行业需要一个标准化、简单的记录系统,以在整个流程中保持单一的事实来源。只有软件类别中的一种软件能够接近满足这些需求:地理信息系统(GIS)。 GIS在遗留交叉钻孔项目中的作用 GIS是指一组按位置组织信息的数据管理系统,两个著名例子是Google Earth和ESRI。GIS技术通常具有一套功能强大的工具,用于各种高级数据应用。不幸的是,这种软件的复杂性通常限制了其可访问性,只有经过专业培训的人员才能使用。 在遗留交叉钻孔工作中,GIS软件的基本功能是让公用事业公司能够在其领地的地图上正确记录已检查的污水管道。在理想的情况下,GIS软件应成为遗留交叉钻孔项目的基础,从识别和分配工作,一直到分类已检查的地块。不幸的是,大多数GIS软件过于笨拙,无法被参与交叉钻孔缓解和探测流程的每个人高效使用。因此,GIS并非成为快速准确完成工作的重要工具,而只是数据存储过程中的一个不便要求。 如果公用事业公司要有效发现和解决美国数百万英里污水基础设施中的每一个交叉钻孔实例,他们需要简化GIS技术的使用。行业必须超越当前现代桌面GIS软件的功能,努力创建一个基于地图的工作流程,以实现办公室和现场之间无缝沟通和数据传输。 超越桌面GIS:面向遗留交叉钻孔的端到端方法 现代GIS缺少的部分在于,它无法被交叉钻孔探测和缓解流程中的所有人使用。 最终,遗留交叉钻孔项目是关于拯救生命。据估计,每英里管道中发生0.4次交叉钻孔,而美国有250万英里的管道,因此这个问题必须尽快解决。在最好的情况下,使用当前标准,一家公用事业公司每年可能清理大约35000个地址。推算一下,这意味着清理500万个地址的大规模区域需要近150年! 严峻的现实是,以目前的流程,完全在可接受的时间范围内完成交叉钻孔项目是不可能的。如果每年发生约2起交叉钻孔事件,那么风险中的生命数量是相当惊人的。如果要让遗留交叉钻孔成为过去,并消除伤害和死亡的风险,行业必须找到方法,使流程更快、更便宜。GIS的新方法是完成这些目标的关键任务;它为短期和长期目标的实现提供了最大的机会。 短期效益 通过简化耗时任务并消除分配、检查和审查流程中的重复步骤,可以显著提高整体检查速度。随着速度的提升,检查每个地块的成本下降,使团队能在相同预算下检查更广泛的区域。此外,随着所涉及系统的数量减少,原本用于维护这些系统的预算可以重新分配到其他支出上,比如分配更多的检查包。 长期效益 长期来看,超越桌面GIS变得非常激动人心。一旦检查数据开始在一个系统中积累,就可以对这些数据进行指数级的利用。最令人兴奋的前景涉及预测分析的可能性。通过足够的检查数据,公用事业公司可以开始自动识别高风险交叉钻孔区域,基于其内部标准进行优先排序,并创建一个预测计划,以确定何时整个服务区域将完全摆脱遗留交叉钻孔。 现代化遗留交叉钻孔项目的GIS标准,是在全国范围内消除潜在交叉钻孔的关键第一步。没有坚实的基础,进展将继续缓慢且昂贵,几乎不可能彻底消除这一威胁。 推文 分享 分享 邮件 云软件 数据分析 数字转型 能源 GPS 云软件 数据分析 数字转型 能源 GPS
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