This document provides a user manual for a spreadsheet designed to assist with the basic process of designing a solar water pumping system. The spreadsheet allows the user to enter location and water requirement values to investigate different design scenarios. It walks through 8 steps: 1) sketching the well parameters, 2) entering daily water needs, 3) calculating solar insolation, 4) determining total dynamic head, 5) selecting an appropriate pump, 6) sizing the solar panel array, 7) generating design specifications, and 8) printing the specifications. The goal is to provide a basic understanding and feasibility assessment of solar water pumping system design while noting that professional expertise is still recommended.
The aim of our project is to minimize this manual intervention by the farmer. Automated Irrigation system will serve the following purposes: 1) As there is no un-planned usage of water, a lot of water is saved from being wasted. 2) The irrigation is the only when there is not enough moisture in the soil and the sensors decides when should the pump be turned on/off, saves a lot time for the farmers. This also gives much needed rest to the farmers, as they don’t have to go and turn the pump on/off manually.
The aim of our project is to minimize this manual intervention by the farmer. Automated Irrigation system will serve the following purposes: 1) As there is no un-planned usage of water, a lot of water is saved from being wasted. 2) The irrigation is the only when there is not enough moisture in the soil and the sensors decides when should the pump be turned on/off, saves a lot time for the farmers. This also gives much needed rest to the farmers, as they don’t have to go and turn the pump on/off manually.
Group Project to Design Water Infrastructure for a Theoretical Small Town.Jonathan Damora
This work was done alongside Alex Waite, Gahanna Zagdabar Jenny Yu, and Jay Jimenez. We designed every pipe to be put in throughout the town, while meeting fire test regulations and minimum allowable pressures. The sanitary sewer design is what I worked the most on in order to meet the design conditions, while still maintaining feasible construction costs. My main factor for optimization was volume of soil to be excavated, in order to provide the cheapest and safest option.
Calculation of Leakage Water and Forecast Actual Water Delivery in Town Drink...Editor IJCATR
Almost all proposals present forecast data of the variables in focus and conclude the results. However, some variables such
as water can change its volume during the traverse from source to end. Such of these variables need to be studied with loss parameters
also. This loss parameter here is leakage water. Water demand forecast can be calculated for the coming years, but leakage water also
need to be calculated and then actually delivered water to the end users has to be forecast. This paper proposed a model of piping
pattern, leakage locations. Calculated leakage water and forecast the actual delivery of water to end users. On the application side, the
results of this paper help administrators take decisions on improving infrastructure of water distributions system and take precautions
to care the maintenance of the infrastructure. The ideas and methods presented in this paper can be applied to other projects of similar
nature. On the academic research side, this formulation helps further in-depth analysis to be carried out to calculate exact leakage
water volumes. Water works departments can also benefit from this research.
Calculation of Leakage Water and Forecast Actual Water Delivery in Town Drink...Editor IJCATR
Almost all proposals present forecast data of the variables in focus and conclude the results. However, some variables such
as water can change its volume during the traverse from source to end. Such of these variables need to be studied with loss parameters
also. This loss parameter here is leakage water. Water demand forecast can be calculated for the coming years, but leakage water also
need to be calculated and then actually delivered water to the end users has to be forecast. This paper proposed a model of piping
pattern, leakage locations. Calculated leakage water and forecast the actual delivery of water to end users. On the application side, the
results of this paper help administrators take decisions on improving infrastructure of water distributions system and take precautions
to care the maintenance of the infrastructure. The ideas and methods presented in this paper can be applied to other projects of similar
nature. On the academic research side, this formulation helps further in-depth analysis to be carried out to calculate exact leakage
water volumes. Water works departments can also benefit from this research
Running Head Title1Title2TitleNameSCI 207 De.docxagnesdcarey33086
Running Head: Title
1
Title
2
Title
Name
SCI 207: Dependence of man on the environment
Instructor
Date
*This template will provide you with the details necessary to begin a quality Final Lab Report. Utilize this template to complete the Week 3 Outline of the Final Lab Report and ensure that you are providing all of the necessary information and proper format for the assignment. Before you begin, please note the following important information:
1. Carefully review the Final Lab Report instructions before you begin this assignment
2. The Final Lab Report should cover all 3 experiments from your Week Two Lab
3. As you plan your final paper, think about how you can combine these laboratories to tell a fact-based story about water quality. For example, consider how your experiments can be linked to issues at water treatment plants or the amount of bottled water people purchase.
4. For further help see the Sample Final Lab Report for an example of a final product on a different topic.
5. You may simply replace the text following the bold terms with the appropriate outline information to complete this assignment. Make sure to pay close attention to the information called for and provide all necessary material.
Title
Introduction
Body Paragraph #1 - Background: The outline of the introduction should describe the background of water quality and related issues using cited examples. You should include scholarly sources in this section to help explain why water quality research is important to society. When outlining this section, make sure to at least list relevant resources in APA format that will be used in the final paper to develop the background for your experiment.
Body Paragraph # 2 - Objective: The outline of the introduction should also contain the objective for your study. This objective is the reason why the experiment is being done. Your outline should provide an objective that describes why we want to know the answer to the questions we are asking.
Body Paragraph # 3 - Hypotheses: Finally, the introduction should end with your hypotheses. The outline should include a hypothesis for each one of the three experiments. These hypotheses should be the same ones posed before you began your experiments. You may reword them following feedback from your instructor to illustrate a proper hypothesis, however, you should not adjust them to reflect the “right” answer. You do not lose points for an incorrect hypothesis; scientists often revise their hypotheses based on scientific evidence following an experiment.
Materials and Methods
Body Paragraph # 1: The outline of the materials and methods section should provide a brief description of the specialized materials used in your experiment and how they were used. This section needs to summarize the instructions with enough detail so that an outsider who does not have a copy of the lab instructions knows what you did. However, this does not mean writing every little step like “dip the .
AUTOMATED ELECTROCOAGULATION SYSTEM FOR WASTEWATER TREATMENT ecij
There are two major ways to treat wastewater; it is either through chemical or non-chemical treatment. Both improve water quality, but do not make water safe for domestic use. Most firms or companies use coagulation treatment or chemical treatment. But the problem for this treatment is the selection of the best chemical to be used; it is expensive and frequent dosage adjustments are required to ensure good water
treatment results. All coagulation chemical add specific elements to the water, improper doses and application generally pose problems (health risks). Hence, it requires extra preventive measures. A more cost-effective method to clean a wide range of polluted water on-site, and with minimal additives, is
required for sustainable water management. Electrocoagulation treatment of water may fit this description [1]. Electrocoagulation is most widely used in other countries but not in the Philippines. Hence, the device readily available in the market is very expensive. The paper focuses on the automation of the
Electrocoagulation process by using microcontroller, sensor, relays, and sacrificial anodes.
Root Cause Analysis of Water Wastage in Hot - Cold Water DispenserIJERA Editor
Hot - Cold Water Dispenser is a high end kitchen product mounted on sink of kitchen to meet the requirement of instant hot and cold water as desired. It provides cold water at ambient temperature and hot water at near boiling temperature of about 97ºC to meet the instant water need. It was reported from few users, small amount of unnecessary water get dispensed from the Hot - Cold Water Dispenser during the idle conditions. This is undesirable and affecting on the overall performance of product. This paper briefs the available Root Cause Analysis and process to select the suitable method to find out the root cause of problem. From the available methods, Fault Tree Analysis was found to be most suitable method. The paper describes this method in length. Fault Tree Analysis is used as the scientific approach to find the root cause of problem of water dripping in Hot - Cold Water Dispenser at idle condition. It makes use of a graphical representation of the major faults associated with the product, the causes for the faults, and potential countermeasures. It is found that the FTA tool helps to identify areas of concern for new product design as well as for improvement of existing products.
Agricultural sector is backbone of Indian economy as population increas es demand of water also increases. Usually lots of water wastage takes pl ace in the land,due to improper method of irrigation. A solar-based smart irrigation system enabl es user to monitor the relative soil moisture at many different location throughout the field to more precisely scheduled irrigation cycle. By using solar energy,we can save the electr ical energy. The sensing system is based on feedback control mechanism with microcontroller unit depending upon t he varied requirement of different crops we can irrigate our field.
Important Criteria for Rate of Reaction of Alka Seltzer LabTit.docxwilcockiris
Important Criteria for Rate of Reaction of Alka Seltzer Lab
Title:
Should be descriptive and include the DV and IV
Introduction:
· Observations of Alka Seltzer and water
· What is Alka Seltzer?
· What is produced when Alka Seltzer reacts with water?
· Chemical Equation of the reaction
· Discuss Carbon Dioxide
· What is needed to increase the rate of a chemical reaction?
· Link above information to your hypothesis
(Need to use at least one reference for this section. Your book will count as a reference this time.)
Materials
· Creat a list of the IV, DV, control variables (need at least 3; be specific about what is being controlled with the CV’s), and assumptions (need at least 3)
· List materials used for Control aspect of experiment and list materials used for testing the Independent variable (ex. Acidity)
Methods
· Separate your methods section into 2 parts: Part I and Part II. Part I will be the specific, detailed and thorough methods used for the control experiment. Part II will be the specific, detailed and thorough methods used for testing the independent variable.
· Detailed description of the procedure your group used for the experiment. Enough information must be included so that someone else could use your list of materials and procedure and replicate the experiment exactly.
· Don’t forget to include procedure associated with analysis (ex. Graphs and linear trendlines; include time ranges used for trendlines)
· Must be in paragraph form, past tense, and passive voice (No “I, we, our, my” language).
Results
You will have at least 2 data tables labeled Data Table 1: (descriptive title), Data Table 2: (descriptive title) etc…
· Table 1: Control experiments (just alka-seltzer in water)
· Table 2: Your group data from your group’s experiment (how the IV changed the rate of reaction)
· The data tables will start at 0 sec and continue every 10 sec until you stopped the experiment. You will then need 4 columns of mass (Trial 1/A-S tablet 1, Trial 2, Trial 3, and Average).
· You will need a trend paragraph for each data table
You will have 2 graphs
· Graph of original average data from the control experiment
· Graph of your experimental average data
· Graphs are labeled as Figure 1: (descriptive title) and Figure 2: (descriptive title)
· You will need a trend paragraph for each graph
· Each graph should have 3 best fit lines on it. They need to have units included. Find the slope of the best fit lines which will represent the rate of reaction at three sections on your graph (beginning, middle, and end). If the best fit line is plotted by hand, be sure to show your calculations directly on the graph or directly after the graph. Please provide a key so that it is easy to determine which calculation corresponds with each line.
Discussion and Conclusion:
· Restate the hypothesis and prediction. Does the data support or refute the hypothesis?
· Provide evidence with quantification (ex. slope values) by discuss the rate of rea.
Group Project to Design Water Infrastructure for a Theoretical Small Town.Jonathan Damora
This work was done alongside Alex Waite, Gahanna Zagdabar Jenny Yu, and Jay Jimenez. We designed every pipe to be put in throughout the town, while meeting fire test regulations and minimum allowable pressures. The sanitary sewer design is what I worked the most on in order to meet the design conditions, while still maintaining feasible construction costs. My main factor for optimization was volume of soil to be excavated, in order to provide the cheapest and safest option.
Calculation of Leakage Water and Forecast Actual Water Delivery in Town Drink...Editor IJCATR
Almost all proposals present forecast data of the variables in focus and conclude the results. However, some variables such
as water can change its volume during the traverse from source to end. Such of these variables need to be studied with loss parameters
also. This loss parameter here is leakage water. Water demand forecast can be calculated for the coming years, but leakage water also
need to be calculated and then actually delivered water to the end users has to be forecast. This paper proposed a model of piping
pattern, leakage locations. Calculated leakage water and forecast the actual delivery of water to end users. On the application side, the
results of this paper help administrators take decisions on improving infrastructure of water distributions system and take precautions
to care the maintenance of the infrastructure. The ideas and methods presented in this paper can be applied to other projects of similar
nature. On the academic research side, this formulation helps further in-depth analysis to be carried out to calculate exact leakage
water volumes. Water works departments can also benefit from this research.
Calculation of Leakage Water and Forecast Actual Water Delivery in Town Drink...Editor IJCATR
Almost all proposals present forecast data of the variables in focus and conclude the results. However, some variables such
as water can change its volume during the traverse from source to end. Such of these variables need to be studied with loss parameters
also. This loss parameter here is leakage water. Water demand forecast can be calculated for the coming years, but leakage water also
need to be calculated and then actually delivered water to the end users has to be forecast. This paper proposed a model of piping
pattern, leakage locations. Calculated leakage water and forecast the actual delivery of water to end users. On the application side, the
results of this paper help administrators take decisions on improving infrastructure of water distributions system and take precautions
to care the maintenance of the infrastructure. The ideas and methods presented in this paper can be applied to other projects of similar
nature. On the academic research side, this formulation helps further in-depth analysis to be carried out to calculate exact leakage
water volumes. Water works departments can also benefit from this research
Running Head Title1Title2TitleNameSCI 207 De.docxagnesdcarey33086
Running Head: Title
1
Title
2
Title
Name
SCI 207: Dependence of man on the environment
Instructor
Date
*This template will provide you with the details necessary to begin a quality Final Lab Report. Utilize this template to complete the Week 3 Outline of the Final Lab Report and ensure that you are providing all of the necessary information and proper format for the assignment. Before you begin, please note the following important information:
1. Carefully review the Final Lab Report instructions before you begin this assignment
2. The Final Lab Report should cover all 3 experiments from your Week Two Lab
3. As you plan your final paper, think about how you can combine these laboratories to tell a fact-based story about water quality. For example, consider how your experiments can be linked to issues at water treatment plants or the amount of bottled water people purchase.
4. For further help see the Sample Final Lab Report for an example of a final product on a different topic.
5. You may simply replace the text following the bold terms with the appropriate outline information to complete this assignment. Make sure to pay close attention to the information called for and provide all necessary material.
Title
Introduction
Body Paragraph #1 - Background: The outline of the introduction should describe the background of water quality and related issues using cited examples. You should include scholarly sources in this section to help explain why water quality research is important to society. When outlining this section, make sure to at least list relevant resources in APA format that will be used in the final paper to develop the background for your experiment.
Body Paragraph # 2 - Objective: The outline of the introduction should also contain the objective for your study. This objective is the reason why the experiment is being done. Your outline should provide an objective that describes why we want to know the answer to the questions we are asking.
Body Paragraph # 3 - Hypotheses: Finally, the introduction should end with your hypotheses. The outline should include a hypothesis for each one of the three experiments. These hypotheses should be the same ones posed before you began your experiments. You may reword them following feedback from your instructor to illustrate a proper hypothesis, however, you should not adjust them to reflect the “right” answer. You do not lose points for an incorrect hypothesis; scientists often revise their hypotheses based on scientific evidence following an experiment.
Materials and Methods
Body Paragraph # 1: The outline of the materials and methods section should provide a brief description of the specialized materials used in your experiment and how they were used. This section needs to summarize the instructions with enough detail so that an outsider who does not have a copy of the lab instructions knows what you did. However, this does not mean writing every little step like “dip the .
AUTOMATED ELECTROCOAGULATION SYSTEM FOR WASTEWATER TREATMENT ecij
There are two major ways to treat wastewater; it is either through chemical or non-chemical treatment. Both improve water quality, but do not make water safe for domestic use. Most firms or companies use coagulation treatment or chemical treatment. But the problem for this treatment is the selection of the best chemical to be used; it is expensive and frequent dosage adjustments are required to ensure good water
treatment results. All coagulation chemical add specific elements to the water, improper doses and application generally pose problems (health risks). Hence, it requires extra preventive measures. A more cost-effective method to clean a wide range of polluted water on-site, and with minimal additives, is
required for sustainable water management. Electrocoagulation treatment of water may fit this description [1]. Electrocoagulation is most widely used in other countries but not in the Philippines. Hence, the device readily available in the market is very expensive. The paper focuses on the automation of the
Electrocoagulation process by using microcontroller, sensor, relays, and sacrificial anodes.
Root Cause Analysis of Water Wastage in Hot - Cold Water DispenserIJERA Editor
Hot - Cold Water Dispenser is a high end kitchen product mounted on sink of kitchen to meet the requirement of instant hot and cold water as desired. It provides cold water at ambient temperature and hot water at near boiling temperature of about 97ºC to meet the instant water need. It was reported from few users, small amount of unnecessary water get dispensed from the Hot - Cold Water Dispenser during the idle conditions. This is undesirable and affecting on the overall performance of product. This paper briefs the available Root Cause Analysis and process to select the suitable method to find out the root cause of problem. From the available methods, Fault Tree Analysis was found to be most suitable method. The paper describes this method in length. Fault Tree Analysis is used as the scientific approach to find the root cause of problem of water dripping in Hot - Cold Water Dispenser at idle condition. It makes use of a graphical representation of the major faults associated with the product, the causes for the faults, and potential countermeasures. It is found that the FTA tool helps to identify areas of concern for new product design as well as for improvement of existing products.
Agricultural sector is backbone of Indian economy as population increas es demand of water also increases. Usually lots of water wastage takes pl ace in the land,due to improper method of irrigation. A solar-based smart irrigation system enabl es user to monitor the relative soil moisture at many different location throughout the field to more precisely scheduled irrigation cycle. By using solar energy,we can save the electr ical energy. The sensing system is based on feedback control mechanism with microcontroller unit depending upon t he varied requirement of different crops we can irrigate our field.
Important Criteria for Rate of Reaction of Alka Seltzer LabTit.docxwilcockiris
Important Criteria for Rate of Reaction of Alka Seltzer Lab
Title:
Should be descriptive and include the DV and IV
Introduction:
· Observations of Alka Seltzer and water
· What is Alka Seltzer?
· What is produced when Alka Seltzer reacts with water?
· Chemical Equation of the reaction
· Discuss Carbon Dioxide
· What is needed to increase the rate of a chemical reaction?
· Link above information to your hypothesis
(Need to use at least one reference for this section. Your book will count as a reference this time.)
Materials
· Creat a list of the IV, DV, control variables (need at least 3; be specific about what is being controlled with the CV’s), and assumptions (need at least 3)
· List materials used for Control aspect of experiment and list materials used for testing the Independent variable (ex. Acidity)
Methods
· Separate your methods section into 2 parts: Part I and Part II. Part I will be the specific, detailed and thorough methods used for the control experiment. Part II will be the specific, detailed and thorough methods used for testing the independent variable.
· Detailed description of the procedure your group used for the experiment. Enough information must be included so that someone else could use your list of materials and procedure and replicate the experiment exactly.
· Don’t forget to include procedure associated with analysis (ex. Graphs and linear trendlines; include time ranges used for trendlines)
· Must be in paragraph form, past tense, and passive voice (No “I, we, our, my” language).
Results
You will have at least 2 data tables labeled Data Table 1: (descriptive title), Data Table 2: (descriptive title) etc…
· Table 1: Control experiments (just alka-seltzer in water)
· Table 2: Your group data from your group’s experiment (how the IV changed the rate of reaction)
· The data tables will start at 0 sec and continue every 10 sec until you stopped the experiment. You will then need 4 columns of mass (Trial 1/A-S tablet 1, Trial 2, Trial 3, and Average).
· You will need a trend paragraph for each data table
You will have 2 graphs
· Graph of original average data from the control experiment
· Graph of your experimental average data
· Graphs are labeled as Figure 1: (descriptive title) and Figure 2: (descriptive title)
· You will need a trend paragraph for each graph
· Each graph should have 3 best fit lines on it. They need to have units included. Find the slope of the best fit lines which will represent the rate of reaction at three sections on your graph (beginning, middle, and end). If the best fit line is plotted by hand, be sure to show your calculations directly on the graph or directly after the graph. Please provide a key so that it is easy to determine which calculation corresponds with each line.
Discussion and Conclusion:
· Restate the hypothesis and prediction. Does the data support or refute the hypothesis?
· Provide evidence with quantification (ex. slope values) by discuss the rate of rea.
Brushstrokes of Inspiration: Four Major Influences in Victor Gilbert’s Artist...KendraJohnson54
Throughout his career, Victor Gilbert was influenced heavily by various factors, the most notable being his upbringing and the artistic movements of his time. A rich tapestry of inspirations appears in Gilbert’s work, ranging from their own experiences to the art movements of that period.
Hadj Ounis's most notable work is his sculpture titled "Metamorphosis." This piece showcases Ounis's mastery of form and texture, as he seamlessly combines metal and wood to create a dynamic and visually striking composition. The juxtaposition of the two materials creates a sense of tension and harmony, inviting viewers to contemplate the relationship between nature and industry.
This tutorial offers a step-by-step guide on how to effectively use Pinterest. It covers the basics such as account creation and navigation, as well as advanced techniques including creating eye-catching pins and optimizing your profile. The tutorial also explores collaboration and networking on the platform. With visual illustrations and clear instructions, this tutorial will equip you with the skills to navigate Pinterest confidently and achieve your goals.
This document announces the winners of the 2024 Youth Poster Contest organized by MATFORCE. It lists the grand prize and age category winners for grades K-6, 7-12, and individual age groups from 5 years old to 18 years old.
Fashionista Chic Couture Maze & Coloring Adventures is a coloring and activity book filled with many maze games and coloring activities designed to delight and engage young fashion enthusiasts. Each page offers a unique blend of fashion-themed mazes and stylish illustrations to color, inspiring creativity and problem-solving skills in children.
5. 1
The purpose of this spreadsheet is to assist you with the basic process of designing a solar
water pumping system and aid in feasibility and implementation decisions. The system is
designed to let you enter values such as location, number and type of animals, other daily
water requirements, depth of well, etc. By allowing you to enter different values, you can
investigate different scenarios before final decisions are made.
Before beginning, read Appendix 1 (Solar Water Pumping in New Mexico) and skim this
user manual to get a basic understanding of the spreadsheet and a general overview of
solar water-pumping. It may also be useful to view a short video on solar pumps at:
http://tinyurl.com/89ulvgr. See more alternative energy videos at: http://engr.nmsu.edu/
outreach.professional.shtml.
There are NO expressed guarantees with this system, nor is it intended to replace
professional expertise. It is also important to note that the system is designed around the
use of a small set of submersible DC pumps and a PV modules as a teaching example
ONLY; other pumps and PV modules are available and there are no implied endorsements.
This educational version has theoretical design limit of flow rate less than 4 gpm and does
not exceed a pressure head of 230 feet.
Before starting, it is useful to have an understanding of how the spreadsheet is designed,
calculations used, and the recommendations for proper use. The spreadsheet consists of
eight different sheets or pages that are indexed via tabs at the bottom of each window.
There is a title sheet, six sheets which represent the six main steps in the design
methodology, and a conclusion sheet.
OVERVIEW
6. 2
Overview: Continued
Figure 1 shows the Daily Water Requirement sheet and sheet index.
These sheets will be referenced continuously throughout this manual. Looking at Figure 1
again, notice different shaded boxes or cells. There are blue and light purple shaded cells
which are instructions and user notes that should be read when using each sheet. The
green cells are where information can be entered by the user. To enter a value, move the
cursor and click on the cell (green box), then enter your value in that green cell (typically
a number) followed by pressing the “enter” key. The orange cells display intermediate
values that are automatically calculated by the spreadsheet. The yellow cells show the final
calculations on each sheet. These yellow values will be used to generate the final design
specifications.
Figure 1: Different sheets within the spreadsheet.
Active (current) sheet tab
USER NOTE: Some cells have a red triangle in the top right corner
These cells have a “pop-up” note that gives an additional short explanation related to the information of that cell. When
the user places the cursor on the cell, this informational note will be displayed. Some input cells are restricted in their allow-
able entries. For example, the multiplier cell in Figure 1 will only accept entries between 0-20. If a user enters a value out-
side of this range, an error message will be displayed and the user must re-enter a valid value in this cell before continuing.
7. 3
Read the accompanying paper1
and skim this manual to get a basic understanding of the
spreadsheet and general overview of solar water-pumping. You should have a fundamental
understanding of water wells. Some experience with computers and spreadsheets is
helpful.
Use Figure 2 as an example to sketch out the basic parameters of your well. The key
values needed are the discharge elevation in feet, well water level, total length of pipe and
its nominal inside diameter, and fittings like elbows and valves. Units of length are feet.
Water level is defined as the lowest depth of the water in the well including any draw-
down levels and seasonal variations – not the pump set level which is the depth of the
pump below the water level. Elevation is the level above ground to the discharge point.
Total length of pipe is the pipe from the pump to the discharge point (including any
horizontal pipe such as from the well head to the storage tank). There is an example in the
spreadsheet that is color-coded for your convenience.
Once you have sketched out the basic layout of your piping system and have the specified
values described above, you can move onto Step 2: Using the Spreadsheet.
1
T. Jenkins et al, “Solar Water Pumping in NM for Livestock and Agriculture”- A Report and Demonstration Project from the
NMSU College of Engineering for NMSU Cooperative Extension Service, 2012
STEP 1: Sketch Out Well Parameters
Figure 2: Basic schematic of a pumping system from a well to a storage tank.
8. 4
STEP 2: Using the Spreadsheet
Open the spreadsheet and click on the Title Page sheet (the left-most tab at the bottom
of the page). Read the material and view the Internet links. Proceed to the first design
page by clicking on the Daily Water Requirement tab at the bottom of the page. You
should see a view similar to Figure 1. Always make sure you can view all the page con-
tents beginning at the top and read the user notes and instructions.
The purpose of the Daily Water Requirement sheet is to calculate the required amount of
water you need per day based upon the number and type of animals, plus any other water
needs. Keeping in mind that you only enter data into the green boxes, click on each ap-
propriate cell and input the number of each of the animal types you want to water. If you
do not have any of a particular type, just leave that cell blank (or put in 0). If something
is not listed, input the amount of gallons that the item requires per day under the catego-
ry Other Water Requirements. The amount of water for each animal is calculated by mul-
tiplying the quantity of animals (5 horses for example) by the amount of water each ani-
mal needs per day (15 gal/day). The amount of water each animal needs varies due to
animal size, season and location – desert vs. mountain, etc.2
but generally one would use
a worst case value – typically water needs are the highest during summer. This sheet
shows common water requirements for various animals but you may change these default
values by entering new or other values in the green cells at the bottom left of this sheet
under the heading Water requirement for animals. Grey coded cells indicate a recom-
mended range of typical New Mexico values. Using the values in the green cells multiplied
by the number of each animal, the system will calculate a total daily water requirement
for each animal and then will sum all these to get a total daily water requirement which is
displayed in yellow. See Figure 1.
You may also enter a percentage multiplier (0-20 percent) which will add an additional
percentage to the final calculation. This can be used to offset evaporation, refilling a stor-
age tank, or adjusting for anticipated growth in water requirements. The new adjusted
total is also displayed in yellow. Under this is the required water in units of liter/day.
Similarly, you may enter a number of days for storage3
. This will only be used to provide a
general size of a storage tank that might be used with the system. It has no other use in
the design. For New Mexico, a normal storage value is three days but may be up to ten.
2
The accompanying paper gives info on water needs or you may contact your extension agent for specific values for your
location, season, conditions, and animal types.
3
Solar (like windmills) often pump extra water into a storage tank to supply water to a drinker at night or during periods of
low light.
Figure 3: Water requirement for animals.
9. 5
Click on the Solar Resource sheet. The purpose of this
sheet is to calculate the total daily solar insolation
(sunlight) falling upon the well’s location. Enter the near-
est latitudinal coordinate between the values of 31° and
37°N (the latitudes of New Mexico) in the latitude cell for
your well location. A green highlight will appear on the
map according to the user entered latitude. See example
below for 31° entry.
After this value is entered, you may choose a season (summer, winter, or Yr_Avg) during
which time animals may be watering or grazing. It is strongly recommended that you se-
lect winter so that the system uses the shortest day of the year or a worst case sunlight
value. A summer choice might be appropriate if the user plans to only graze or water live-
stock during the summer months while Yr_Avg (a yearly solar average) would be used for
spring or fall only times, which is rare.
STEP 3: Calculate Solar Insolation
USER NOTE: This cell, like several others,
has a drop down menu associated with it.
You can access this menu by clicking on
the cell. A note is displayed along with a
drop down menu to the right of the cell.
When you select items from this menu,
the valid entries for this cell are displayed.
Figure 4: Determining the amount of sun at your location.
10. 6
Click on the next sheet titled Total Dynamic Head. The purpose of this sheet is to deter-
mine how much the pump must work to pump water from the well, through the total
pipe length and all fittings to a discharge level at a certain speed or flow rate. This value
is used to determine the pump size and PV modules required for this system.
Enter the values (elevation, water level, etc.) that you pre-determined in Step 1, into their
associated green cell boxes within the sheet. Use the color-coded example drawing on the
left side of the spreadsheet as an aid. These values are used to calculate the total vertical
lift of the system plus friction loss due to the pipe and fittings used to transport the water
from the well to the discharge point giving what is called the Total Dynamic Head.
Water level is the lowest depth of water in the well, including any draw-down and season-
al variations. This in not the depth of the pump which is located deeper (submerged under
water). Pump level is how far below the water lever the pump is located. This is used to
determine the total pipe length. The total length of pipe includes the entire pipe in the
well, from the surface to the pump, above ground, and horizontal runs.
Next, enter the pipe size4
(inside diameter in inches) and type (PVC, Poly, or Metal)5
. Using
the schematic from Step 1 and the spreadsheet example diagram, input the number of
each type of fitting you think you might use in your concept design of the piping system.
These values should be entered as an integer within the column titled Quantity and within
the designated row of the specific fitting specified. If you do not have or plan to use some
of the fittings listed, leave the cells empty or 0.
4
It is best to use the smallest feasible pipe diameter. A common mistake is to use too big a pipe .
5
PVC is recommended
STEP 4: Determine the Pump Size
11. 7
The TDH is calculated and is displayed in units of feet in yellow (with equivalent meters
above and equivalent psi below).
STEP 4: Continued
Figure 5: Figuring the Total Dynamic Head.
USER NOTE: Under the example well diagram on the left (Typical Solar Water Pumping Layout), there is a calculated hy-
draulic workload value (see red arrow above). This value can be used to determine if the system designed to this point is a
candidate for solar. If the value is less than 1,500, it is a good candidate. If it is between 1,500 and 2,000, it is marginal. If
it is greater than 2,000, other pumping options should be considered.
12. 8
If the Hydraulic Workload is acceptable for a solar solution, go to the Pump Selection
sheet to determine an acceptable pump, the voltage at which you will run the pump, and
the solar panel wattage needed to power the pump. This is all determined by the two im-
portant parameters: the previously calculated flow rate (Q) and TDH. For this version of
the spreadsheet, having limited choices for pumps, only values less than 4 gpm and 230
feet of TDH are permitted.
You must look at a couple of example pump curve charts to determine the pump voltage
and wattage required. Each pump can operate only at a maximum flow rate for a certain
TDH. Consider the following examples: The SDS-D-128 can pump water up to a maxi-
mum calculated equivalent TDH of 231 feet, but only at flow rates less than1 gpm. If you
run a SDS-D-128 at 15V, it can only pump at a rate of 0.54 gpm (from this depth). If you
run this same pump at 30V, then you could pump at 1.25 gpm at this same TDH. If you
run the pump/motor at 15V and the TDH is 92 feet, you can pump only at a maximum
rate of approximately 0.71 gpm.
If the calculated flow rate is about 0.95 gpm and the calculated TDH is about 100 feet,
then several pumps would work at several different operating voltages. You would want
to select a pump that could be run at the lowest pump/motor voltage and require the
lowest Peak Panel Wattage. By using the smallest values, you minimize the size and num-
ber of PV modules, thereby lowering cost.
STEP 5: Pump Selection
13. 9
On this sheet, you must look at the different pumps from the small selection SDS-D_128,
for example), and find one that can meet the calculated TDH and the required flow rate.
When that is determined, you will note the Motor Voltage and the Peak Panel Wattage
(W) from that pump’s chart which is below on the sheet and then manually enter these
values into the green cells labeled with these names.
You are aided in this choice by the spreadsheet coloring values in the charts that fit
(greater than or equal to) the flow rate and TDH calculations. Finding a pump where both
colors are active in the same row will indicate that this pump can operate at the required
flow rate and TDH. For example, if the calculated required flow rate is 3.7 gpm and the
total dynamic head is 114 feet, or 34.7 meters, the SDS-Q-135 pump would only work at
30V and require 230W of power to operate. See where the green and orange highlighted
colors meet in Figure 7.
STEP 5: continued
Figure 6: Selecting a pump.
14. 10
STEP 5: Continued
Figure 7: Pump values—voltage, gpm, TDH.
Using the pump chart, locate a pump model that will meet (or exceed) the requirements
of both flow rate and total dynamic head. Input the selected model name into the green
box next to Pump Choice. Using the pumps chart, find the values for motor voltage and
peak panel wattage of the model specified for the nearest values of the system calculated
flow rate and dynamic head. Enter those values into their respective cells located below
the Pump Choice cell.
Meets the 3.7 gpm value
Watts needed
Meets the 114 foot value
Voltage needed
15. 11
If for a particular pump there are multiple cases where both colors are active together, you
should choose the one with the smallest pump voltage (15 V over 30 V) and the smaller
Panel Wattage values. By choosing smaller values, you minimize the number of PV panels
required.
To the left of the pump selection graph, there are some calculated values:
These calculations and assumptions (pump efficiency) are used primarily as a validity
check for the required PV power necessary to run the pump. These values should be close
to the pump table value that you select from the charts. If not, there is an error in the
choice or in the system and values should be rechecked.
STEP 5: Continued
Figure 8: Pump selection values.
DESIGN NOTE: The calculations assume a submersible pump with an efficiency of 35 percent and PV modules with an 85
percent de-rating value for temperature and soiling effects.
16. 12
Go to the Array Sizing sheet to determine the amount of
modules required in series (called a string) to provide
enough energy (wattage) for the pump to operate at the
calculated flow rate and TDH, thereby meeting the daily water requirements specified ear-
lier. It also calculates the amount of photovoltaic strings that will be needed in parallel,
which means parallel rows of modules in series.
You are not required to enter any data within this specific sheet.
In this example, six 50W solar panels (six panels at 50W each = 300W total) are needed to
generate the required power to run the pump. There will be three strings of two panels in
series (providing the 30V required) and the current to power the pump. This system will
generate more energy than required by the pump and therefore, will pump more water
than calculated. This, generally, is not an issue especially if pumping to a storage tank
with a float switch. (A float system in the storage tank can turn the pump off when the
storage tank is full.)
STEP 6: Sizing the Array
DESIGN NOTE: This version only uses
50W Kyocera PV modules but many,
many other models and sizes exist.
Figure 9: Determining the Photovoltaic values
17. 13
Go to the Design Specifications sheet to summarize and generate design specifications for
the direct-coupled solar pumping system scenario. The sheet includes most of the materi-
als required, specific descriptions of each, for example size and model names, the quantity
of each item or material, an itemized total for each item or material, and an approximate
grand total price for the entire system minus labor, well, construction materials, and other
minor costs.
You do not have to enter data in this sheet.
Example prices are from 2012 and from a random supplier. No endorsement of this sup-
plier is implied and prices always change.
STEP 7: Generate Design Specifications
Figure 10: Final design specifications and representative costs.
18. 14
Print out the design specifications sheet and go to the conclusion sheet before closing the
spreadsheet.
Upon completion of Step 8, you have gone through the basic step-by-step method to de-
sign a direct-coupled solar water pumping system for your specific application. The parts
and materials can be purchased through many different suppliers, many of which also
provide professional installation and consulting. This is an educational tool and should
only be used in that manner.
STEP 8: Printing Design Specifications
19. 15
If you need further assistance, you can contact most solar pump manufactures, or the fol-
lowing:
Engineering New Mexico Resource Network: engr.nmsu.edu/outreach.shtml
New Mexico State University Cooperative Extension Services: aces.nmsu.edu/county
MORE INFORMATION
20. 16
The College of Engineering at New Mexico State University is dedicated to enriching the state’s economic
competitiveness through the advancement of innovation, entrepreneurship and employee preparedness
required to meet the changing needs of the 21st
century.
The Engineering New Mexico Resource Network fosters the delivery of engineering-based programs that fulfill
the following objectives:
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adaptable, innovative and relevant to the needs of the state;
Delivery of technical support and relevant resources to industry, government agencies and non-
governmental organizations; and
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