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Peter Armstrong Pacific Northwest National Laboratory

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Presentation on theme: "Peter Armstrong Pacific Northwest National Laboratory"— Presentation transcript:

1 Russian Apartment Building Thermal Response Models for Retrofit Selection and Verification
Peter Armstrong Pacific Northwest National Laboratory 2000 ACEEE Summer Study on Energy Efficiency in Buildings August 20-25, 2000 Pacific Grove, CA

2 Enterprise Housing Divestiture Project Cities

3 Essential Program Elements
Understand how (former) Soviet buildings are operated and determine as-found performance. Establish audit & metered data collection protocols to estimate and measure thermal performance by building. Select life-cycle cost-optimal packages of heating retrofits (requires appropriate thermal analysis). Establish effective, multi-tiered acceptance test protocols, verification & ongoing program evaluation.

4 Over half the 6-city stock is 5- and 9-story panel buildings
space/service water heat source Construction Type Height (stories) both gas SWH by gas both DH Total Buildings Apartments Total Floor Area (m 2 ) 2 family 343 783 193 1,319 1,980 89,100 Wood 2 to 4 1,945 2,193 4,138 82,760 4,138,000 Brick 75 831 2,958 3,864 77,280 3,864,000 5 549 986 1,535 92,100 4,6 05,000 Panel 276 2,450 2,726 163,560 8,178,000 6 to 8 247 22,230 1,111,500 9 688 96,320 4,816,000 1,698 237,720 11,886,000 10 to 13 260 29,900 1,495,000 1 0 to 13 94 10,810 540,500 14 & over 28 4,480 224,000 42 6,720 336,000 Subtotal 5 & over 825 6,493 7,318 663,840 33,192,000 All 418 4,384 11,837 16,639 825,860 41,283,100

5 Panel Construction

6 U-value of existing walls
Uncertainty about panel composition and thermal properties Uncertainty about local standards conformance LCC of wall insulation retrofits are highly sensitive to existing wall conditions Input to RusFEDS retrofit evaluation program: wall U-value by building type and location

7 U-value Measurement Panel wall thickness: 35cm = 14inch
Brick wall thickness: 65cm = 30inch Huge wall mass requires long time (1-2 weeks) to perform ASTM test Logistics of field testing in multiple cities requires shorter (~3-day) test period

8 Transient U-value Test Conditions

9 U-value Analysis Huge wall mass plus short test duration created potentially large measurement errors ASTM (steady-state) model could not account for “storage effect” Simple Regression using conduction transfer function (CTF) model was sensitive to noise and bias errors in time-series (TX, TZ, flux) data Developed and applied constrained CTF model to derive final U values See Appendix A

10 U-value Results

11 Materials corresponding to measured conductivities
Median (Wm - 2 K 1 ) k eff = t × U Standard Error N Handbook Material Density (kg m 3 Orenburg Panel 2.76 0.97 0.79 21 Concrete 1920 0.9 1.3 Petrozavodsk Gable 1.31 0.46 0.96 12 LDA concrete 1200 0.42 0.53 Petrozavodsk Panel 2.66 0.93 0.76 7 Ryazan Panel 3.81 1.33 1.14 2080 1.0 1.9 Zhukovskij Panel 1.95 0.68 32 1440 0.58 0.74 Orenburg Brick 4.27 2.78 0.48 4 Brick & mortar 2160 1.2 1.5 Petrozavodsk Brick 4.74 3.08 1.12 Brick & mortar Ryazan Brick 4.85 3.15 1.03 15 Orenburg Floor 3.24 See text 3.64 9 20 cm air gap Ryazan Floor 19.62 2.94 1.82 2400 1.4 2.9 Orenburg Attic 22.64 3.40 6.06 .4 Ryazan Attic 18.75 2.81 NA

12 Demo Building at 22/1 Zubkova

13 Whole Building Thermal Performance
Two identical 5-story, 60-unit buildings in Ryazan: Zubkova 22/1 and 24/3 Measured hourly heating water, hot and cold service water (referenced to sewer T) Hourly gas and electric use and weather Control of heat supply to 22/1 and 24/3 is very different

14 Heat Input & Average Temperature in Zubkova 22/1

15 Heat Input & Average Temperature
in Zubkova 24/3

16 Deviation of Simulated from
Measured Heat Input

17 Thermal Parameters Derived from Model Coefficients:
Metabolic Heat Rate, Solar Gain Coefficient, Wind-Infiltration Coefficient, and UA

18 Bathroom Vent Riser Temperature Compared to Average Building Temperature


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