H E AT C O N T R O L L E R , I N C . WAT E R - S O U R C E H E AT P U M P S
R e s i d e n t i a l S p l i t - 6 0 H z R 2 2 & R 4 1 0 A
R e v. : 5 J u n e , 2 0 0 8
Water Quality Standards
Table 3: Water Quality Standards
Water Quality | HX | Closed | Open Loop and Recirculating Well | |
Parameter | Material | Recirculating | ||
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Scaling Potential - Primary Measurement
| Above the given limits, scaling is likely to occur. Scaling indexes should be calculated using the limits below. |
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| pH/Calcium Hardness | All |
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| pH < 7.5 and Ca Hardness <100ppm | |||||
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| Index Limits for Probable Scaling Situations - (Operation outside these limits is not recommended) | ||||||||||
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| Scaling indexes should be calculated at 150°F [66°C] for direct use and HWG applications, |
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| and at 90°F [32°C] for indirect HX use. A monitoring plan should be implemented. |
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| Ryznar | All |
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| 6.0 - 7.5 |
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| Stability Index |
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| If >7.5 minimize steel pipe use. |
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| Langelier | All |
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| Saturation Index |
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| Direct well, 85°F [29°C] Indirect Well HX | ||||
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| Iron Fouling |
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| Iron Fe 2+ (Ferrous) | All |
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| <0.2 ppm (Ferrous) |
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| (Bacterial Iron potential) |
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| If Fe2+ (ferrous)>0.2 ppm with pH 6 - 8, O2<5 ppm check for iron bacteria | ||||||
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| Iron Fouling | All |
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| <0.5 ppm of Oxygen |
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| Above this level deposition will occur. |
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| Corrosion Prevention |
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| 6 - 8.5 |
| 6 - 8.5 |
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| pH | All |
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| Monitor/treat as | Minimize steel pipe below 7 and no open tanks with pH <8 | |||||||
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| <0.5 ppm |
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| Hydrogen Sulfide (H2S) | All |
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| At H2S>0.2 ppm, avoid use of copper and copper nickel piping or HX's. | |||||
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| Rotten egg smell appears at 0.5 ppm level. | ||||||
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| Copper alloy (bronze or brass) cast components are OK to <0.5 ppm. | |||||
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| Ammonia ion |
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| as hydroxide, chloride, | All |
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| <0.5 ppm |
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| nitrate and sulfate |
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| Maximum Allowable at maximum water temperature. |
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| 50°F (10°C) |
| 75°F (24°C) |
| 100ϒF (38ϒC) | |
| Maximum | Copper |
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| - | <20ppm |
| NR |
| NR |
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| CuproNickel |
| - | <150 ppm |
| NR |
| NR | |||
| Chloride Levels |
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| 304 SS |
| - | <400 ppm |
| <250 ppm |
| <150 ppm | |||
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| 316 SS |
| - | <1000 ppm |
| <550 ppm |
| < 375 ppm | ||
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| Titanium |
| - | >1000 ppm |
| >550 ppm |
| >375 ppm | ||
| Erosion and Clogging |
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| <10 ppm of particles |
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| and a maximum | <10 ppm (<1 ppm "sandfree" for reinjection) of particlesand a maximum | |||||
| Particulate Size and | All |
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| velocity of 6 fps [1.8 m/s]. | velocity of 6 fps [1.8 m/s]. Filtered for maximum 800 micron [800mm, | |||||
| Erosion |
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| Filtered for maximum | 20 mesh] size.Any particulate that is not removed can potentially | |||||
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| 800 micron [800mm, | |||||||
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| clog components. |
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| 20 mesh] size. |
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| Notes: |
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| Rev.: 03/28/08S | |
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•Closed Recirculating system is identified by a closed pressurized piping system.
•Recirculating open wells should observe the open recirculating design considerations.
•NR - Application not recommended.
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16 | H e a t C o n t r o l l e r, I n c . Wa t e r - S o u r c e H e a t i n g a n d C o o l i n g S y s t e m s |