In my computations, I used 3m net head. But I'm not sure if it is suitable for hotel wastewater. And also, I have this problem in determining the average wastewater discharge of a hotel. Google suggest that the average is 150 cubic meter per day. I don't know if that is enough to produce a much more power to the turbine.CWatters said:What is your definition of micro hydropower? Google suggests 5kw to 100kw. Some work with a 2m head.
I already calculated the power. The value of power is 2.33 kW. I also convert the units of volume flow rate, that is 0.001736m^3/s then multiplying it by the average number of room for hotel, which is 75 rooms. Then I have this value of 0.13m^3/s. I am not sure if I need to multiply the 150m^3/per day to the average number of rooms for hotel. But I multiply it because the 150m^3/day is not enough to calculate a higher value of power.CWatters said:How many floors in the hotel?
Let's imagine you put a storage tank on the 1st floor (3m above the turbine). That could collect waste water from all the floors above it.
If you raised the tank to say the 6th floor you would increase the head to say 18m but you couldn't collect the waste water from the floors below it.
So there might be no gain by raising the tank/head.
Have you done the energy calculation for 3m and 150m^3 a day?
I don't get it. Does the volume flow rate of 150m^3/day is enough to get as much as more power?anorlunda said:Real turbines and generators are less than 100% efficient. But at 100% efficiency, use the following approximate numbers
1 watt = 1 joule/second = 0.1 kg*m/second
So, with 3 meters head, you need 0.033 kg/second or 2880 kg/day, or 2.9 m3/day for 1 watt of power.
For 1 kw of power, you need 2880 m3/day
If one toilet flush uses 1.3 l of water, then to make 1 kw with 3 m of head, you need about 2 million flushes per day
If your turbine generator is 50% efficient, you need twice as much.
[someone please check my calculations. I too make errors.]
Ballena Joseph said:In my computations, I used 3m net head. But I'm not sure if it is suitable for hotel wastewater. And also, I have this problem in determining the average wastewater discharge of a hotel. Google suggest that the average is 150 cubic meter per day. I don't know if that is enough to produce a much more power to the turbine.
choosing the middle.. 150 US Gallons per day is about 0.57 cubic meters per room per day.This varies, but most studies indicate hotels use between 100 and 200 gallons of fresh water per occupied guestroom per day.
200,000 L/year is about 549L/day or 0.5 cubic meters per room per day.On average an occupied hotel room uses between 140,000 and 275,000 litres of water each year.
Ballena Joseph said:I already calculated the power. The value of power is 2.33 kW. I also convert the units of volume flow rate, that is 0.001736m^3/s then multiplying it by the average number of room for hotel, which is 75 rooms. Then I have this value of 0.13m^3/s. I am not sure if I need to multiply the 150m^3/per day to the average number of rooms for hotel. But I multiply it because the 150m^3/day is not enough to calculate a higher value of power.
Does it mean that the 3 meters of head and 150 cubic meters per day is not enough to produce much more power? Then what should I do now? Should I continue making a micro hydro scheme?CWatters said:150 cubic meters a day per room sounds too high..
When I did a search I found typical figures of about 0.5 cubic meters per day per room..
https://www.4hoteliers.com/features/article/1889
choosing the middle.. 150 US Gallons per day is about 0.57 cubic meters per room per day.
and
https://www.savemoneycutcarbon.com/learn-and-save/buildings/hotels/water-saving-for-hotels/?keyword=+hotel +water +consumption&medium=ppc&network=g&gclid=Cj0KCQjw6MHdBRCtARIsAEigMxG6oIncBeVMUxh6Q-i3fq9RnkucJJW_1Ki0M4YBDYUoQY0Xo3s_820aAgKCEALw_wcB
200,000 L/year is about 549L/day or 0.5 cubic meters per room per day.
so if there are 75 rooms the total volume of water is around 75 * 0.5 = 38 cubic meters per day.
If the head is 3m that gives a total energy of
E = mgh = (38 * 1000) * 9.8 * 3 = 1.1MJ
Average power would be = total energy/seconds in a day..
Pav = 1.1*10^6 / 86400 = 13W
Trust your judgement.
Gravity is a surprisingly weak force.
For now, I don't know if it is feasible. I can't decide if I have to do about it or not.CWatters said:Check the figures that Anorlunda and I posted and decide if the idea is feasible.
Perhaps compare the cost/benefit of a micro hydro system with alternatives such as heat recovery from showers waste water or fitting low energy light bulbs.
I can't answer your questions. My mind Isn't thinking for a solution to my problem.CWatters said:How much does electricity cost? If you recovered all of the energy available using microhydro how much would it be worth? Eg what would the saving be per year?
How much would the hydro plant cost?
Does the saving justify the cost?
The suitable net head for a hotel wastewater system can vary depending on the specific design and layout of the hotel. However, a general rule of thumb is to have a net head of at least 1 meter to ensure proper flow and drainage.
The net head for a hotel wastewater system can be determined by calculating the elevation difference between the highest point of the hotel's sewage disposal point and the lowest point of the sewage treatment plant. This elevation difference is known as the net head and is crucial in designing an efficient wastewater system.
Yes, both a high and low net head can cause issues in a hotel wastewater system. If the net head is too high, it can lead to excessive pressure and strain on the system, potentially causing leaks or bursts. On the other hand, if the net head is too low, it may result in inadequate flow and poor drainage, leading to clogs and backups.
Yes, there are several factors that can affect the net head of a hotel wastewater system, including the topography and elevation of the hotel's location, the distance between the sewage disposal point and the treatment plant, and the type and size of pipes used in the system.
It is recommended to check the net head of a hotel wastewater system at least once a year to ensure it is still within the suitable range. Any significant changes in the hotel's layout or nearby construction may also warrant a net head check to ensure the system is still functioning properly.