The Scientific World Journal

Volume 2014, Article ID 503624, 6 pages

http://dx.doi.org/10.1155/2014/503624

## Flow Characteristics of the Raw Sewage for the Design of Sewage-Source Heat Pump Systems

^{1}School of Energy and Architecture, Harbin University of Commerce, Harbin 150028, China^{2}School of Municipal & Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China^{3}State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China

Received 10 March 2014; Accepted 18 April 2014; Published 12 May 2014

Academic Editor: Ebrahim Momoniat

Copyright © 2014 Ying Xu et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

#### Abstract

The flow characteristics of raw sewage directly affect the technical and economic performance of sewage-source heat pump systems. The purpose of this research is to characterize the flow characteristics of sewage by experimental means. A sophisticated and flexible experimental apparatus was designed and constructed. Then the flow characteristics of the raw sewage were studied through laboratorial testing and theoretical analyses. Results indicated that raw sewage could be characterized as a power-law fluid with the rheological exponent being 0.891 and the rheological coefficient being 0.00175. In addition, the frictional loss factor formula in laminar flow for raw sewage was deduced by theoretical analysis of the power-law fluid. Furthermore, an explicit empirical formula for the frictional loss factor in turbulent flow was obtained through curve fitting of the experimental data. Finally, the equivalent viscosity of the raw sewage is defined in order to calculate the Reynolds number in turbulent flow regions; it was found that sewage had two to three times the viscosity of water at the same temperature. These results contributed to appropriate parameters of fluid properties when designing and operating sewage-source heat pump systems.

#### 1. Introduction

In China, coal is most commonly used as the main heat source in municipal heating systems. In addition, energy consumption for heating accounts for 13% of annual total energy consumption [1]. As heating systems using coal lead to environmental pollution, nonrenewable energy consumption, and greenhouse gas production, in order to achieve sustainable energy development and improve environment quality, sewage-source heat pump systems are now considered a feasible and sustainable alternative to conventional cooling and heating systems which also have a positive impact on environmental quality.

Sewage-source heat pump systems can be operated at a high coefficient of performance (COP) without releasing air pollution when properly designed and installed. They are also currently in operation in many countries. For example, in a residential area of Korea, a heat pump system using waste water from local saunas, public baths, and buildings has been effectively utilized not only for water heating but also for heating and cooling [2]. At the beginning of 2004, the first application in China of a sewage-source heat pump system for heating and cooling occurred at Miyun wastewater treatment plant in Beijing [3]. In Japan, a simulation study showed that sewage-source heat pumps could reduce energy consumption by 34%, lower the emission of carbon dioxide (CO_{2}) by 68%, and control the generation of nitrogen oxides () by 75% compared with conventional air-source heat pumps [4].

Sewage-source heat pumps could employ either raw sewage or treated sewage as the heat source. Typically, sewage-source heat pump systems have been placed after the wastewater treatment plant, utilizing the treated outflow water from the plant as the heat source. However, sewage-source heat pump systems could also use untreated water. The advantage of this is that the placement of these heat pump systems would not be restricted to the locations of wastewater treatment plants; rather, they could be distributed throughout an urban region. Despite these advantages, the design of such untreated sewage-source heat pump systems is made difficult as little is known regarding the fluid properties of untreated sewage. In particular, knowledge regarding raw sewage viscosity and shear-strain relationship and frictional loss factor during turbulent flow is required to appropriately design such systems, as they directly affect the technical and economic performance of the system.

Raw sewage is a kind of two-phase fluid with both solid and liquid phases. The solid is composed of various components, for example, the plastic. In general, raw sewage if used as a heat source in a heat pump system would need to be filtered. After filtration by grids with pore size being 3 mm it may be regarded as a kind of single-phase fluid [5]. The flow characteristics of the heat source directly affect the technical and economic performance of heat pump systems. Therefore, the study on flow characteristics of the raw sewage is of a considerable significance to the design and operation of sewage-source heat pump systems.

The purpose of the paper is to identify the rheological parameters and the constitutive equation of raw sewage by the use of laboratorial testing and theoretical analyses. Then the expressions of frictional loss factor in laminar flow and turbulent flow are determined, respectively, and frictional head losses of the raw sewage flowing in pipelines can be calculated conveniently.

#### 2. Experimental System

##### 2.1. Design of the Horizontal-Pipe Rheometer

The measurement of rheological parameters is the process of applying a shear stress on a fluid specimen and tracing the relationship between shear strain and time under certain conditions. In order to parameterize the shear-strain constitutive relationship equation, as shown in (1) [6] in which is shear stress, Pa, and is shear strain velocity, 1/s.

Rotary rheometers are widely used for rheological measurement for convenience. However, in the reference [7] it was found that rotary rheometers had some disadvantages in precision. In this study, a horizontal-pipe rheometer is used and its theoretical principle is the Hagen-Poiseuille equation [8], being
in which is flow rate, m^{3}/s; is pipe radius, m; is pressure drop along the pipe, Pa; is dynamic viscosity, ; is pipe length, m.

By substituting the Robinowitsch-Mooney equation [9] into (2), the following relationship can be found as in which is diameter of horizontal pipe rheometer, m; is average velocity at cross section, m/s; is rheological coefficient of fluid, for the Newtonian fluid; is rheological exponent of fluid, for the Newtonian fluid.

Giving the experimental pipe diameter and length, the pressure drop along the pipe, , and the flow rate, , could be measured. Given the flow rate at a cross section, the average velocity at cross section could be calculated. As a result, the rheological coefficient, , and rheological exponent, , could be obtained through the use of curve fitting.

##### 2.2. Apparatus of Experiments

The sketch and the picture of the horizontal-pipe rheometer are shown in Figures 1(a) and 1(b), respectively. In order to maintain continuous sewage flow within the rheometer, the experimental system is established in an operating sewage treatment plant, making use of the sewage pool and grids of the treatment plant. The pore size of the grids was 3 mm. Besides the sewage pool and grids, the experimental system consisted of a sewage immersion pump, a segment of connecting steel pipe, a pressure stabilized tank with an overflow pipe, a segment of experimental steel pipe, a globe valve, and a piezometer connected at pressure tapping; also clapboard was used in order to maintain a steady flow in the rheometer.

The rated flow and head of the sewage immersion pump were 25 m^{3}/h and 15 m, respectively. The filtrated sewage from the grids was pumped from the sewage pool to the pressure stabilized tank through a steel pipe with diameter of 50 mm. The pressure stabilized tank had dimensions of . The internal diameter and the length of the rheometer pipe were 10 mm and 6.5 m, respectively. The distance from the upstream pressure tapping to the pressure stabilized tank was 1.2 m in order to take into account the entrance effect, which occurs within a distance of 100 to 120 times of the rheometer’s diameter [10]. The distance between the two pressure tappings was 5 m. The pressure drop was measured by the piezometer. The flow rate, , was measured using the volumetric method. Different flow rates were obtained by changing the opening of globe valve.

##### 2.3. Calibration of the Horizontal-Pipe Diameter

The diameter of the horizontal pipe was preciously determined in order to calibrate the rheometer. The calibration experiments were performed in laminar flow by the use of a liquid of known viscosity based on the Darcy-Weisbach formula [11] shown as (4). The frictional loss factor under laminar flow conditions satisfies (5) [11]. Therefore, the calibrated diameter can be expressed by (6). Consider the following:
in which is frictional loss, mH_{2}O; is frictional loss factor; is Reynolds number; is gravitational acceleration, m/s^{2}; is kinematic viscosity, m^{2}/s.

In the study, the calibration of the pipe diameter was performed using the tap water. The results show that the diameter of the experimental pipe was 10.4 mm.

#### 3. Identification of Rheological Parameters

After calibrating the horizontal-pipe rheometer, the experimental system was tested at twenty different openings of the valve in order to measure the system response under twenty separate flow conditions.

Figure 2 shows that the fitting curve is linear and does not pass through the origin. Therefore, it can be concluded that the raw sewage exhibits the characteristics of a power-law fluid [12]. The fitting curve also indicates that the rheological coefficient was 0.00196 and the rheological exponent was 0.891.

A power-law fluid satisfies the following formula [13] in which is rheological exponent of power-law fluid, , is rheological coefficient of power-law fluid, .

Thus the constitutive equation of the raw sewage could be expressed as follows:

An error analysis of the experimental data was carried out. In the experiments the measurement errors of , , , and contribute to the synthetic errors and result in the errors of rheological parameters and . From analyses to the experimental data, the relative synthetic error for each group of data was calculated to be no more than 3%.

#### 4. The Frictional Loss Factor Formulas

The Reynolds number is the basis of flow characteristic analysis; for a power-law fluid the equation is different from the Newtonian fluid, being [14]
in which is Reynolds number of the power-law fluid and is the density of the power-law fluid, kg/m^{3}.

Therefore, by substituting the experimentally determined values of and into (9), the Reynolds number of the raw sewage can be determined as
in which is Reynolds number of the raw sewage and is density of the raw sewage, kg/m^{3}.

##### 4.1. Formula under Laminar Flow Conditions

When a power-law fluid is in laminar flow, the frictional loss factor satisfies the following equation [14]: in which is frictional loss factor of power-law fluid under laminar flow conditions. Therefore, by substituting (10) into (11) the frictional loss factor of raw sewage in laminar flow satisfies in which is frictional loss factor of the raw sewage in laminar flow.

##### 4.2. Empirical Formula under Turbulent Flow Conditions

The same experimental system as in Figure 1 was used to determine the frictional loss factor under hydraulic smooth region. The frictional loss and the flow rate were measured and twenty groups of data were obtained at different flow rates. Assuming that the density of the raw sewage is 1000 kg/m^{3}, the frictional loss factor and Reynolds number were calculated according to (4) and (10). The fitting curve is shown in Figure 3 and the empirical formula for the frictional loss factor was found to be
in which is frictional loss factor of the raw sewage in turbulent flow.

The frictional loss factor for a power-law fluid in the hydraulic smooth region under turbulent flow conditions could also be calculated by the Karman formula [15] as follows: in which is frictional loss factor of Karman formula in turbulent flow.

Thus, the Karman formula for raw sewage () could be expressed as

Comparison between the frictional loss factors calculated by the empirical formula (13) and the Karman formula (15) is shown in Table 1 for the raw sewage in the hydraulic smooth region of turbulent flow.

The results in Table 1 indicate that the differences between and are no more than 10%. Therefore, the presented empirical formula is in good confidence in its capacity to calculate frictional loss factors of the raw sewage in the hydraulic smooth region under turbulent flow conditions.

##### 4.3. Equivalent Viscosity

In this study, the equivalent viscosity is defined, by which the Reynolds number of a non-Newtonian fluid is calculated from the Reynolds number expression of a Newtonian fluid under the same turbulent flow conditions. In this way, the Reynolds number of raw sewage in turbulent flow could be expressed as in which is equivalent viscosity of the raw sewage, .

The relationship for could be obtained by equaling the frictional loss for water with that for raw sewage, as previously determined in this paper.

The frictional loss factor of water can be calculated by Blasius equation [16] as follows: in which is frictional loss factor of water and is Reynolds number of water.

Assuming that the frictional loss factor of water in (17) is equal to that of the raw sewage in (13), the relationship between Reynolds number of the raw sewage and Reynolds number of water satisfies the following equation:
In engineering practice of sewage-source heat pump systems, the sewage is generally in the turbulent flow and the density is regarded as 1000 kg/m^{3}, the same as the water density. With the same diameter and flow rate, the ratio of the equivalent viscosity to the water viscosity can be found as
in which is viscosity of water, .

The results of (19) are detailed in Table 2. Therefore, the equivalent viscosity of the raw sewage is two to three times the viscosity of water at the same temperature. It facilitates the Reynolds number calculation for the raw sewage in engineering practice.

#### 5. Conclusions

A sophisticated and flexible experimental apparatus for investigating flow characteristics of raw sewage has been designed and constructed. The rheological parameters and constitutive equation of the raw sewage were determined through laboratorial testing and theoretical analyses, thereby deriving empirical and theoretical frictional loss factor formulas for raw sewage. Consequently, the following conclusions have been drawn.

(1) Raw sewage displays the characteristics of a power-law fluid with rheological exponent, , being 0.891 and the rheological coefficient, , being 0.00175. The constitutive equation is .

(2) The frictional loss factor formula in laminar flow for raw sewage was deduced by theoretical analysis of a power-law fluid and is given by .

(3) By curve fitting of the experimental data, an empirical formula of the frictional loss factor in turbulent flow for raw sewage was determined as . The explicit expression distinguishes itself in simplicity and convenience in comparison with the Karman formula.

(4) The equivalent viscosity of raw sewage was defined, thereby introducing a convenient method for calculating the frictional loss factor of turbulent flow. The ratio of the equivalent viscosity of sewage ranged from two to three times that of water at the same temperature.

The study results contribute to the engineering design and operation of the sewage-source heat pump systems.

#### Conflict of Interests

The authors declare that there is no conflict of interests regarding the publication of this paper.

#### Acknowledgments

This work is supported by National Natural Science Fund in China (no. 51208160) and Natural Science Fund in Heilongjiang Province (no. QC2012C056).

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