Subheadings and maps within this section:


Demands for Expansion and Mandates for Improvement

The term "infrastructure," as used hereafter, refers to the utility systems that serve campus. Although frequently out of sight, these systems demand resources to maintain because of the continual need for evaluation, repair, replacement, relocation, and expansion. Today, for example, a new and demanding element of infrastructure is the network required for electronic information management, including fiber optic cable, equipment, and wiring.
Maintenance and updating of infrastructure is a costly business. The systems of an institution more than 130 years old are subject to immense wear and tear and will incur the need for a significant, ongoing investment. Also costly is the expansion of the institution and the correlated need to add utility capacity. Finally, new regulations emerge to govern the built environment, as do new standards that aim to improve building systems and assure safety, and these, too, incur costs.
Several individual studies of infrastructure have been completed. Moreover, the university is engaged in many repair and rehabilitation projects--usually in cases of obvious deficiency. For example, we live in an era of federally mandated improvements to building cooling systems that employ chlorofluorocarbons (CFCs). Many KU buildings are affected by these mandates. In terms of infrastructure, at this stage, we're dealing with present problems as well as pursuing the ongoing need to identify the scope of deficiencies, anticipate future need, and expand systems to support growth in demand for utility service.
The campus needs an integrated infrastructure plan for the next several decades, one that will encompass its water and electrical distribution systems, sanitary and storm water collection, steam and chilled water distribution, and tunnel systems. The future will impose many obligations upon KU in terms of management of energy utilization and related infrastructure improvements. Pressures for efficiency in use of energy, water, and other natural resources are already significant and will likely increase. If the goal is a viable utility structure well into the next century, the piecing-and-patching approach of the last few decades won't do. It is anticipated from studies completed in recent years that significant sections of piping and wiring systems, as well as aging equipment, will have to be replaced. A new infrastructure for communications technology will require the same kind of funding as the installation of any campuswide system. The funding will have to cover anticipated and unanticipated repairs, replacement, growth, and changes in levels of service.
Today's infrastructure systems are more sophisticated, specialized, and regulated than they were in the past. These systems are routinely included in new building and capital improvement projects, yet the capitalization of many projects extend the systems only to the boundary of the new building site. When the new systems and old systems meet at that boundary, incompatibilities and inefficiencies arise. Our aim should be efficiency throughout any given system. Several systems discussed in the following sections have been studied by outside consultants and information on water distribution and tunnel systems is provided in the form of a map shown below.
An overall assessment of the campus infrastructure and development of an infrastructure management system would be good first steps towards achieving a comprehensive program for maintenance and expansion of campus utility systems.

Missing image: Location Plan, central campus, Utility/Infrastructure

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Electrical Distribution and Campus Lighting

A 1990 study suggested a major upgrade of electrical service for the campus. The study identified $12 million to $13 million worth of work. Of that, almost $5 million was designated for what was deemed a critically needed repair: initial development of a loop feed system and replacement of a cross-campus feed that had exceeded its life expectancy. Also addressed in the study was the need to rewire and re-equip the eastern portion of the core campus and to upgrade electrical service to various buildings.
The design of electrical distribution and the issue of future energy costs and efficiencies are part of physical development planning. The campus distribution system and its metering affect the KU rate structure and long-term expenses related to electrical service. This fact must be considered before KU commits itself to an electrical-distribution plan.
Input from electrical suppliers might help KU determine capacity relative to projected needs. Because of the diversity of electrical use within the institution, including the demands of computers and other equipment, building and outdoor lighting, housing, and special events, KU is one of the area's largest consumers. Significant savings in overall energy costs could be achieved. Under a favorable state energy policy, those savings could be invested in other capital development or maintenance projects within the institution.
The improvement of campus lighting is one of the more successful long-term campus projects. Through the use of student fees and matching state appropriations for lighting, significant portions of the campus have been improved in terms of appearance and safety. This work will be completed over the next several years. Here are some additional planning considerations:
  • The extension of improved lighting to include routes taken by pedestrians traveling to and from campus, perhaps in cooperation with the city or other funding agencies

  • The development of major electrical distribution hubs for campus lighting service

  • The development of an approach to reduce or avoid power-quality problems generated by electronic equipment


Central Heating Plant

The central heating plant produces steam for about 58 buildings on the main campus area. The floor area of these buildings totals more than 3 million square feet. Steam is provided year-round.
The central heating plant houses two 48,000 pounds/hour boilers, one 50,000 pounds/hour boiler, one 15,000 pounds/hour boiler, and one obsolete, non-serviceable boiler. The 50,000 pounds/hour boiler was once rated for 70,000 pounds/hour but burner modifications have reduced its capacity. The 15,000 pounds/hour boiler was once rated for 60,000 pounds/hour; its capacity was reduced when its stack was shortened. Because of its limited size, it's rarely used.
The total steam capacity of the plant is 146,000 to 161,000 pounds/hour; peak demand is about 110,000 pounds/hour. Thus, with one boiler out of operation, the plant may not be able to handle the peakload.
Issues that should be addressed to determine the capacity to meet present need and future growth include the following.
  • Studies of the useful life and safety of the boilers, conducted in 1993-94, estimated 10 to 15 more years of use for three of the boilers. Plans for boiler and/or building replacement should identify funding sources. Studies of standby and redundant capacity may be necessary to determine the ability to meet present needs and future demands.

  • Environmental mandates will continue to require advanced technological modifications for equipment that controls the boilers. This need should be anticipated in future plans.

  • There are two tanks for on-site storage of standby/alternate fuel (currently a 26- to 28-day supply). Their capacities are 259,000 and 230,000 gallons. Future patterns of energy use and storage, as well as environmental regulations linked to underground storage tanks, warrants review of these reserves.

  • To make steam, KU relies on natural gas fueled boilers. At times in the past, it's been necessary to replace the natural gas with fuel oil for brief periods in order to continue making steam. During the transition from natural gas to fuel oil firing, a possibility of plant shutdown because of the inability to atomize the fuel oil exists. Equipment now in use should be modified to provide a margin of safety that disallows such a shutdown.

  • A study should be made to answer three questions crucial to steam distribution in the future: How much additional capacity do we need, given various projections of future growth? Where would that capacity ideally be sited? Should west campus be served by a centralize facility or according to the existing model, in which each building provides for its own needs?


Utility Tunnels and Steam Distribution Systems

Utility tunnels are located throughout main campus but not on west campus. Most are the walk-through type, housing steam and condensate lines, communication and electrical power lines. To a lesser extent they serve as passageways for domestic water lines, chilled water lines, and sanitary sewer lines. Generally speaking, the tunnels are in adequate condition.
High pressure steam is distributed throughout the main campus from the central heating plant by a piping system that runs primarily through the utility tunnels. The steam is distributed at a pressure of 90 pounds per square inch gauge (psig). The condensate is returned to the central heating plant by a series of pumps. The system that handles the condensate also is located primarily in the tunnels.
Although sections of the distribution and condensate collection systems are buried and subject to deterioration, the capacity of the piping system for distribution of steam should be adequate to accommodate present and anticipated loads of facilities projected for construction on the main campus. West campus, on the other hand, has no steam or condensate piping outside of individual buildings.
Engineering investigation is recommended for the following purposes.
  • To identify the work necessary to preserve the long-term structural and functional integrity of the tunnel system. Concerns about ventilation and fire protection of the tunnels and adjacent facilities should also be considered. These levels of protection should be assessed by reference to standards mandated by the Occupational Safety and Health Administration.

  • To review the condensate collection and return system of piping which is suspect in its ability to handle present and future capacities. Some pumps are currently working against high downstream back pressure, indicating that the system may be exceeding design capacity. A comprehensive study of the condensate collection and steam distribution systems should be undertaken for assessment and planning purposes.

  • To determine how much piping is insulated with asbestos-containing material and how many abatement projects remain.

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Air Conditioning and Chilled Water Capabilities

Over the next several years the mandated replacement of systems that employ CFCs will force KU to consider alternative cooling systems. Areas of campus that might be served instead by large chilled water units should be reviewed.
The advantage of centralized cooling facilities is the lower long-term maintenance cost of a single unit versus multiple systems. The challenge is to zone the campus for service from several cooling-distribution points and to choose sites where the accompanying noise can be managed. Similar schemes have been discussed in the past but little has been implemented.
Service to west campus should be studied carefully, as should installation of a central cooling facility when the dormitories on Daisy Hill are renovated.


Storm Sewers

The storm sewer system was studied in detail in the early 1990s. Projects to correct problems of surcharging and erosion were identified and prioritized. Work began in 1993 to minimize surcharging along Naismith Drive from 19th Street north to Schwegler Drive and north of the Robinson Gymnasium tennis courts.
Here are some other observations and recommendations about issues related to the campus storm sewer system.
  • At present, Potter's Lake and the pond on west campus near the Kansas Geological Survey building help retain storm water. Ponds might be used elsewhere on campus to increase storm-water holding capacity.

  • Retention/detention facilities should be reviewed to verify capacities, rates of flow to and from ponds, the stability of dams, and the integrity of spillways.

  • Any new projects being considered for development on central campus or west campus should be studied for their potential impact off-campus as well as on.

  • Maintenance activities, such as cleaning inlets to keep them free of grass, leaves, and trash, are an ongoing necessity.


Sanitary Sewers

The sanitary sewer system was studied in detail in the early 1990s. Projects to correct deficiencies in surcharging lines and structural problems in manholes were identified and prioritized. Manhole repair began in 1994, as did work to increase flow capacities in various sections of the main campus collection system.
Continued funding of these projects will minimize problems on campus. But their impact on city collection systems also should be monitored. Maintenance will be required to sustain the effectiveness of the system.

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Water Mains

The university power plant is the chief conduit for city water on the main campus. That water is pumped by university equipment through university-owned water lines. West campus, dormitories along Iowa Street, Stauffer Place Apartments, Memorial Stadium, Carruth-O'Leary Hall, and JRP and Oliver halls receive city water directly.
Water is supplied to the power plant at two pressure levels. The primary level is about 15 pounds per square inch (psi); a backup, high-pressure system supplies water at 85 psi. All lines have backflow-prevention devices installed at the points of connection between city lines and university lines. The power plant distributes water to campus at a pressure of 100 psi.
The system has four pumps. They provide 500 gallons per minute (gpm), 750, 1,200, and 2,000. The 1,200 gpm pump, controlled by a variable frequency drive system, is the primary one used in water distribution. As of this writing, the variable frequency drive system was not operational.
Several distribution mains were upgraded in the early 1990s by increasing line sizes, adding more internal loops, and adding a pressure-regulating valve vault to reduce the pressure at facilities at lower elevation, such as Allen Field House. The project also provided additional capacity for the central campus.
The city meters all the water supplied to KU. The university has installed meters at various campus facilities for usage monitoring and/or internal reimbursement purposes. City lines supply water to west campus through a meter sited north of the 19th and Iowa Street intersection, near the southeast corner of Pioneer Cemetery.
Many buildings on main and west campus have had backflow prevention devices installed. Such devices are also part of campus landscape-watering systems. The installation began in the early 1990s and is ongoing.
The aging of distribution pipes is a major concern. As is typical for a campus of this size, water mains were installed at various times over the last nine decades. For example, the lines shown to be running along Jayhawk Boulevard in the map shown above are known to be some of the oldest distribution lines on campus. A line-replacement schedule based on installation dates should be developed. The university can anticipate breaks in water distribution lines, especially older, more deteriorated ones, and should plan for the necessary maintenance.


Fire Protection

Water lines for fire protection are generally the same as those used for water distribution. All water for fire protection is supplied and metered by the city. Fire-fighting equipment is furnished and operated by the city through its fire stations.
An engineering study in the early 1990s led to an improvement project that provided a significant increase in water flow and fire protection capacity. The project involved adding internal loops so that there were major water feeds from two directions rather than from one.
In some places, line size is less than the 4-inch diameter piping recommended to meet flow requirements. Numerous fire hydrants are smaller than those recommended by the state fire marshal. The high water pressures needed for fire-fighting would increase the potential for failure of old distribution piping.


Natural Gas

Natural gas is supplied to the main and west campuses by high pressure lines owned and operated by Kansas Public Service. The main supply to the power plant is metered and pressure is reduced just west of the power plant to make it usable by the campus. Additional points of supply are sited throughout the two campuses, and all are metered.
KPS upgraded a significant portion of the supply and distribution lines in the early 1990s. The overall natural gas distribution system on campus is in relatively good condition. Its capacity appears adequate for the predictable future. Where deficiencies in capacity exist, the service can be readily upgraded by the gas supplier.

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Scenarios for Campus Development