Going forward, this blog will focus most heavily on the construction portion of the team's efforts.
This is our first full-day in Zimba. Everyone was up early and eager to get started, not really knowing exactly what the day would bring. As will be the case every day of the work week until we leave, the team walked down to the hospital from the mission house (about a quarter mile) for the 8 am chapel service. The service is a combination of hymn sing, prayer, preaching, a review of the hospital patient census, and hospital announcements – a mixture of religion and work. During this time, the hospital staff performed a brief but enthusiastic greeting for us.
After the chapel service we all went off to work on our tasks. The nurses were paired up with local nurses and went off to take care of patients. Others went off to assist in pharmacy or elsewhere. The men went off to assess the bore holes (wells).
There are now four wells that they can use. There is the bore hole they were using for everything each of the past four times we were here. It is in the front of the hospital at the opposite side of the property from where the water storage tanks are located. They have a new bore hole in front of the hospital, another new bore hole near the staff housing at the back of the property, and they have re-opened a well that was closed when we were here previously and installed a handpump on it. Over the new bore holes, they have built new pump houses and installed the pumps, electrical hookups and automatic on/off switches based on floats installed in the water tanks they pump into. They have a new water tower with two 10,000 liter tanks in the front of the hospital and a new tower with one 10,000 liter tank at the back of the hospital. They told us that the tanks and the pump are grounded against lightening strikes.
I refer to the old bore hole as well 1, the new bore hole in the front of the hospital as well 2, the new bore hole at the back of the hospital as well 3. There is another bore hole between well 1 and well 2 in the front of the hospital. This is the original bore hole which Dennis has been wanting to put a handpump on for a number of years. It now has a handpump that people staying in the women’s shelter use to draw water for bathing and cooking. This group of people used to draw water from a free-standing spigot at the back of the property at the end of one of the 5-in-1 units. That spigot has been removed. The hospital believed that many others besides just those staying in the women’s shelter were using the spigot as a water source rather than drawing water from the city.
Using the well depth meter gauge that Jon’s company allowed him to bring, we measured the depth and flow rates of the three bore holes. The measurements of the wells are as follows:
1. Well #1: Static depth to reach water = 52 feet
Pumping water level = 126 feet
Bottom of the well = 80 meters
Calculated well flow capacity = 11 Gallons per minute
Pump motor = 1.5 horsepower
Time required to fill 10,000 liter tank = 3.9 hours
Specific capacity = 0.149 gallons per foot
Production of the well = 28 gallons per minute
2. Well #2: Static depth to reach water = 41 feet
Pumping water level = 102 feet
Bottom of the well = 70 meters
Time required to pump 5 gallons =
Calculated well flow capacity = 6.0 Gallons per minute
Pump motor = 1.5 horsepower
Time required to fill 10,000 liter tank = 7.5 hours
Specific capacity = 0.098 gallons per foot
Production of the well = 16.5 gallons per minute
3. Well #3: Static depth to reach water = 54 feet
Pumping water level = 93 feet
Bottom of the well = 70 meters
Calculated well flow capacity = 35 Gallons per minute
Pump motor = 2.0 horsepower
Time required to fill 10,000 liter tank = 1.3 hours
Specific capacity = 0.897 gallons per foot
Production of the well = 140 gallons per minute
Dennis told us that the pumps in each well is approximately 1 meter up from the bottom and he provided us the information on the total depth of the well. These calculations are based on this. (We have subsequently been informed by representatives from World Hope that this – the total well depth -- is not true and therefore many of the calculations will need to be re-evaluated.). These calculations – if correct – would suggest the hospital should have ample water for their immediate and near future additional growth plans as long as the water from the wells is good.
Dr. Dan and Dennis really hoped we could find a way to connect the new water tower at the back of the property to the water line that supplies water to the ten apartments and two houses at the back of the hospital as planned so the well at the front of the hospital didn’t have to work quite so hard and might last longer. This was NOT on the list of tasks Glenn had hoped we could accomplish but was clearly consistent with the expertise (i.e., Jon) we brought.
In the afternoon, we spent a fair amount of time with Dennis figuring out exactly what materials are needed to complete the connection between the water tank over well 3 and the 5-in-1 units it is intended to supply. This involved a T-connection with couplings, two gate valves and couplings at each end, 145 feet of class 6 2" pvc pipe and an elbow to connect the 1.5" steel pipe coming down from the tank to the 2" pvc pipe. We were asked to try to obtain the materials in Livingstone or Lusaka so we can bring this bore hole and water tank on line before we leave. Dr. Joan got hold of Shaw Hardware in Livingstone and Jon gave him the list of the parts we needed. He said he would check in the morning to see if he had everything. Whatever Shaw didn’t have, we thought we would be able to have Dr. Dan pick up in Lusaka since he had to go there anyway. But Dr. Dan would have to know by 10 am Thursday morning so he can purchase it before he has to catch the bus back to Zimba.