Here’s a step-by-step approach to estimate the evaporation and design the lagoon system:
1. Basic Evaporation Calculation
Use the following general formula for evaporation:
E=(P−R)AE = \frac{(P - R)}{A}E=A(P−R)
Where:
EEE = evaporation rate (m/year)
PPP = annual precipitation (m/year)
RRR = runoff or additional water losses (m/year)
AAA = area of the lagoon (m²)
2. Correcting Evaporation for High TDS
High TDS affects evaporation by reducing the vapor pressure at the water surface. The reduction in evaporation can be estimated using empirical factors. For example, a brine with a high salinity (like seawater, around 35,000 mg/L TDS) typically reduces evaporation by 5-10%.
To estimate the correction for 7400 mg/L TDS, use the following approximation:
Eadjusted=E×(1−F)E_{adjusted} = E \times (1 - F)Eadjusted=E×(1−F)
Where:
EadjustedE_{adjusted}Eadjusted = evaporation rate adjusted for TDS
FFF = salinity correction factor. For TDS of 7400 mg/L, this could be approximately 3-5%.
3. Relationship between TDS and EC
The Electrical Conductivity (EC) is roughly proportional to the TDS. The empirical relationship often used is:
Once you have the corrected evaporation rate, the lagoon area can be calculated based on the volume of brine produced and the annual water balance in the area.
Determine the local annual rainfall and evaporation rate.
Calculate the raw evaporation using the basic formula.
Adjust the evaporation rate for TDS using the correction factor (3-5% for 7400 mg/L).
Determine the brine production rate from the RO system.
Calculate the required lagoon area using the adjusted evaporation rate.
If you provide the specific environmental conditions (temperature, wind speed, etc.) and the volume of brine, I can help refine the calculation further.
Hi. Thanks for your reply. The info of the situation is: TDS: 7403 mg/l, brine water volume: 286 m3/day, average annual vapor: 51%, ave annual wind speed: 14 km/h, ave annual pressure: 1013 m.bar, average annual temp: 15 C. Thank you in advance
Be careful. The evaporation rate you need is not for 7400 mg/l, but for whatever the saturation value of the pond is. As the water evaporates the TDS will increase. Eventually, the incoming flow will have a low TDS compared to the pond and the dilution achieved by the incoming flow will be negligible. The likely final concentration will be somewhere around 300,000 mg/l, approximately the saturation point of NaCl.