ASHRAE AN-04-8-2-2004 Operational Performance of Ground-Coupled (Closed-Loop) Ground-Source Heat Pump System Pumping Alternatives《地面耦合(闭合回路)地面地源热泵系统 抽水替代RP-1217的操作》.pdf
《ASHRAE AN-04-8-2-2004 Operational Performance of Ground-Coupled (Closed-Loop) Ground-Source Heat Pump System Pumping Alternatives《地面耦合(闭合回路)地面地源热泵系统 抽水替代RP-1217的操作》.pdf》由会员分享,可在线阅读,更多相关《ASHRAE AN-04-8-2-2004 Operational Performance of Ground-Coupled (Closed-Loop) Ground-Source Heat Pump System Pumping Alternatives《地面耦合(闭合回路)地面地源热泵系统 抽水替代RP-1217的操作》.pdf(7页珍藏版)》请在麦多课文档分享上搜索。
1、AN-04-8-2 (RP-1217) Operational Performance of Ground-Coupled (Closed Loop) Ground-Source Heat Pump System Pumping Alternatives Steven E. Lambert, P.E. Stephen P. Kavanaugh, Ph.D. Member ASHRAE ABSTRACT This paper provides a brief study of various ground- source heat pump (GSHP) pumping alternatives
2、. The jrst alternative is subcentral circulator pumping with various size pumping loops followed by constant-volume central pumping and then variable-volume central pumping. This study found that variable-volume central pumping provided higher avail- able diferentialpumping heads at lower energy dem
3、ands for the same flow rates than the constant-volume centralpumping and the circulatorpumping alternatives for allflow rates tested with the exception offlow rates below 22 gpm. Below 22 gpm, the circulator pumping method proved to be the pumping method of choice. This paper also proves that consta
4、nt-volume pumping is the worst energy consumer at almost every flow demand. INTRODUCTION Ground-source heat pump systems (GSHPs) can be expensive to install if the pumping system is oversized and consequently fail to realize the estimated energy savings. Vari- ous pumping methods have been tested to
5、 determine the most effective pumping system and they are discussed in this paper. A piping system was designed and built in the HVAC laboratory of the University of Alabama to simulate a typical water-source heat pump system and implemented the use of three pumping methods: (1) subcentral circulato
6、r pumping, (2) constant-volume central pumping, and (3) variable- volume central pumping. Figure 1 is a diagram of the three pumping methods simulated in the laboratories. The subcen- tral circulator pumping method contains a circulator pump at each heat pump and the central pumping methods contain
7、one central pump. The system tested in the laboratory contained 1 O water coils, a flat plate heat exchanger to simulate losses through a vertical well bore field, and associated valves, test ports, and piping. The system constructed in the laboratory is partially shown in Figure 2. Shown is the fla
8、t plate heat exchanger and immediate piping. The turbine meter is shown at the lower right corner. The heat exchanger has been piped with appro- priate valves and strainers. Also shown are water coils WC-1 through WC-4, which constitute Loop-1 of the pumping system. Loop-2 consists of water coils WC
9、-5 through WC-8. The last two coils of the system are located in the water-to-air heat pump, WAHP-1, and the water-to-water heat pump, WWHP-1, which were both included due to immediate avail- ability and location. The piping system was constructed with high-density polyethylene pipe (HDPE). This pip
10、e can be fused together by the methods of butt and socket fusion. Once the system was built, it was filled with water and pressurized with city make- up water to 15 psig. Minor leaks were detected and repaired. Once the system was leakproof, the system was flushed to remove particulates of pipe, tap
11、e, dirt, and trapped air. The series of tests began after the system was purged of air and particulates and was leakfree. Circulator pumps P-1 through P-8 were located at water coils WC-1 through WC-8. Pump P-9 was located with the water-to-water heat pump (WWHP-1) while P-10 was located with the wa
12、ter-to-air heat pump (WAHP-1). Circulators were sized based on 2.5 gpdton of coil capacity. This smaller flow rate resulted in lower head loss for the system. The system head loss was calculated to be 42 feet of head loss, while the lower circuit setter flow rates resulted in a design head loss of 2
13、9 feet. Each coil and heat pump contained a circuit setter, Steven Lambert is a graduate student and Steve Kavanaugh is a professor in the Department of Mechanical Engineering at the University of Alabama, Tuscaloosa. 02004 ASHRAE. 543 I Il- I I wc-1 wc-2 wc-3 wc-4 Loop-2 Loop-1 - IlnE *5H)1E RLQLRC
14、H - n- P-11 UOPI PHE-1 Figure I Laboratory piping schematic for central and circulator pumping. Unbalanced 100% Demand (5 springl5 wing checkvalves) 12 10 Figure 2 Piping loop I-PHE and four coils. which could be adjusted for various flow rates by measuring the pressure drop and adjusting the valve
15、as needed. A flow graph for each circuit setter was supplied by the manufacturer and relates differential pressure between the high-pressure and low-pressure ports. The differential pressure gauge was cali- brated using a column of water 100 inches in height. See Figure 3.15 in Kavanaugh et al. (200
16、3) for a detailed view of the water coil test apparatus. CIRCULATOR TESTING The first series of tests began with all circulators operat- ing. All valves were placed in the full open position and the system was allowed to operate in an unbalanced flow state. Pressure drops were measured at the circui
17、t setters located at each coil and heat pump and correlated to circuit flow. Figure 3 shows the resulting flow through each coil and the total Figure 3 Circuit $ow rates with two diferent check valve types. system flow as measured by the turbine meter. Initially, five coils were fitted with spring c
18、heck valves and the other five were fitted with swing check valves. Notice that ail coils containing spring check valves experienced lower flow rates. The total system power is shown and was measured with a handheld power meter. Measurements were calibrated and periodically verified with a three-pha
19、se power analyzer. All circulators were electrically wired to the same disconnect, which facilitated the ease of measuring total system power. A power transducer was electrically wired in series with the single-phase service provided to the ten circulators. The transducer is configured such that a 1
20、0 volt output to the digi- tal multimeter corresponds to a 3 kW power consumption through the transducer and consequently by the circulator pumps. The voltage output to the multimeter has a linear rela- tionship with the power consumption of the system such that 544 ASH RAE Transactions: Symposia Ba
21、lanced Flow Rates at Various Demands (100%. 70%. 30%. 10%) P-2 P-5 Figure 4 Individual circulatorflo. loads-ten-pump system. P-8 rates at various , atem a 1 volt reading on the multimeter would correspond to 0.3 kW of power consumption. The accuracy of the handheld power meter was given as -t2% of r
22、eading plus one digit. Individual circulator performance curves were tested and are shown in Kavanaugh et al. (2003). The second test was performed on the ten circulators in the unbalanced position, but replacing the five spring check valves with five swing check valves identical to those already in
23、stalled. While the total system flow rate only increased 2 gpm, the individual circulators were more evenly balanced, indicating that spring check valves of the same size will increase head losses through their respective piping network. Total system power dropped from 1569 watts consumed in the unb
24、alanced system containing five spring and five swing check valves (see Figure 3) to 1557 watts in the unbalanced system containing ten swing check valves. With total system flow increasing, the power consumption would be expected to increase, but in this instance the power consumption decreased due
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