Thursday, December 29, 2011

Little Giant SUB12G05H2W2V Submersible Well Pump, 1/2-HP 12-GPM 2-Wire 230-Volt

!±8±Little Giant SUB12G05H2W2V Submersible Well Pump, 1/2-HP 12-GPM 2-Wire 230-Volt

Brand : Little Giant
Rate :
Price : $279.80
Post Date : Dec 29, 2011 14:38:38
Usually ships in 24 hours



4" submersible deep well pump. Ideal for use in 4" I.D. or larger wells from depths of 100 feet. Powered by 2-wire, Franklin Electric motor. Hex rubber bearing with extra large surface assures shaft stability and multiple flow channels keep small particles such as sand away from bearing surfaces. Built-in check valve prevents backflow and ensures system pressure. Built-in suction screen and 1-1/4" NPT thermoplastic discharge head helps to prevent debris from clogging impellers and provides full flow performance without risk of corrosion.

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Sunday, December 25, 2011

Water Wells and Pumps

!±8± Water Wells and Pumps

Brand : | Rate : | Price :
Post Date : Dec 25, 2011 17:55:03 | N/A

Design and Build Safe, Efficient Systems

for Irrigation and Water Supply







Water Wells and Pumps is a comprehensive guide to the essential theory and design of ground water structures, wells/tube wells, and pumps, with particular emphasis on problem solving and meeting the requirements of developing nations. It features thorough, up-to-date knowledge of the science and technology of water wells and pumps as well as allied appliances and applications.



This authoritative desk reference outlines the construction, operation, and maintenance of water wells for irrigation and water supply. It also presents the development and testing of tube wells as well as a variety of pumps, both location-specific. Using SI units exclusively, Water Wells and Pumps features:





  • Coverage of a variety of pumps, including those using nonconventional, environmentally friendly means

  • Examinations of ground water recharge methods, well rehabilitation, and animal-powered water lifts

  • Techno-economic evaluation of projects on wells and pumps

  • References and problems at the end of each chapter for research and educational use




Solutions for all problems related to designing secure, reliable systems



• Ground water resources development and utilization • Hydraulics of wells • Open wells • Tube wells and their designs • Development and testing of tube wells • Rehabilitation of sick and failed tube wells • Man- and animal-powered water lifts and positive displacement pumps • Variable displacement pumps and accessories • Centrifugal pumps • Deep well turbine and submersible pumps • Propeller, mixed flow, and jet pumps • Applications of nonconventional energy sources in pumping

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Monday, December 19, 2011

Used Submersible Well Pumps.mp4

submersiblewellpumps.org Used Submersible Well Pumps. Looking for a used Submersible Well Pumps online? There are many places to shop but come to my blog and I will show great deals on quality Submersible Well Pumps.

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Friday, December 16, 2011

Putting bottomward a additional able-bodied point (shallow / alluvium well)

Just thought I'd do a little video of my husband's latest project, incase anyone else might be contemplating the same -- perhaps this will be helpful to them. Tim took pity on me having to literally spend hours hand-watering the garden, so he bought a little gas-powered water pump. BUT -- mechanically-challenged as I am, I wasn't really comfortable with not having the good, old-fashioned hand pump (that I knew I could operate LOL). So, he decided to drive a second point down and outfit that one with the new pump. You can never have too many wells in a crisis you know. Who knows -- I may have the neighborhood coming over at some point and filling water containers. . .

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Monday, December 12, 2011

Wayne PC4 1/2 HP 115-Volt Transfer Water Pump, Cast Iron

!±8± Wayne PC4 1/2 HP 115-Volt Transfer Water Pump, Cast Iron


Rate : | Price : $122.00 | Post Date : Dec 12, 2011 22:45:32
Usually ships in 24 hours

The Wayne 1/2 HP 115-volt transfer water pump can pump water out of flooded basements, tanks, or boats. It can also increase line pressure by up to 40 pounds or be used to water lawns and gardens, and can even be used to wash cars and sidewalks. It's made from durable cast iron steel. The included suction strainer keeps out extraneous material, and the 3/4-inch brass hose connections resist stripping while easily connecting to garden hoses. A top-threaded priming port is easily filled, and the ball bearings have lifetime lubrication. Wayne backs its pump with a one-year limited warranty.

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Thursday, December 8, 2011

Pumps, Used in the Private House

!±8± Pumps, Used in the Private House

The main element of water supply system in the private house is for sure a pump. It should have enough performance not only to supply water to the house, but also it should be enough for watering the parcel, filling pools, etc. There are many varieties of pumps. If the depth of the water does not exceed 7 meters, the best choice would be the self-priming pump. Self-priming pump can be integrated with the ejector and without it.

The pump that is used together with membrane head tank is called the pumping station. Membrane tank is the hermetically sealed metal container which is divided into two parts by a membrane. Half of the tank is filled with air under pressure, and the second half used by a pump for pushing the water. Filling the tank is controlled by a special relay.

Self-priming pump with a membrane tank has the following advantages: the possibility of using water heating appliances; membrane tank could be installed in any convenient place, and in case of electricity switches off, water will not immediately disappear, because there are some reserve in tank; and finally the pump station is compact and has light weight.

If the water level is below 8 meters, the submersible pump for the well or bore can be the solution of the problem. It will cost you more compared with the pumping station. Well pump differs from the bore pump. It has a so-called "inner-jacket cooling of the engine", which increases its diameter, and therefore, well for this pump must also be large in diameter. Cooling the engine of bore pump is provided by lifted water.
If there is no electricity in your parcel, then, a hand pump can help you. Conventionally, these pumps can be divided into two types: the first - raise water from a depth not exceeding 7 meters, provide a continual rise of water up to 40 liters, and has weigh about 20 kilograms, while the second may raise water from wells with depth of 30 meters, usually have standpipes and have weigh about 25 kilograms.

Finally, we should definitely mention the trash pumps that are used for pumping water from basements and cellars after the spring snowmelt or after heavy summer rains. These domestic pumps are relatively inexpensive, consume little power, and can pump out up to 5 cubic meters of water per hour to a height of 4 meters. Sometimes trash pumps have to pump out water with the silt and mud, which can get into the basement with groundwater. Therefore, these pumps equipped with a special float.


Pumps, Used in the Private House

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Sunday, December 4, 2011

Wayne SWS50 1/2 HP 384 GPH Shallow Well Jet Pump, Cast Iron

!±8± Wayne SWS50 1/2 HP 384 GPH Shallow Well Jet Pump, Cast Iron

Brand : Wayne | Rate : | Price : $189.99
Post Date : Dec 04, 2011 16:48:31 | Usually ships in 24 hours


The Wayne 1/2 HP 384 GPH shallow well jet pump is designed for wells up to 25 feet deep, with jet pumps housed in rugged cast iron housing. The pump self-primes after its housing is filled with water, and it pumps out 385 gallons per hour at a five-foot lift, or 384 gallons per hour at a 25-foot lift. You can run the pump at 115 or 230 volts with the quick change voltage selection switch, and the pressure switch is set to 30 psi on and 50 psi off for high-pressure delivery. The square flange motor has thermal protection to prevent overheating, and Wayne backs its pump with a three-year limited warranty.

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Thursday, December 1, 2011

SHURflo 2088-422-444 2.8 Classic Series Potable Water Pump

!±8± SHURflo 2088-422-444 2.8 Classic Series Potable Water Pump

Brand : SHURflo | Rate : | Price : $69.48
Post Date : Dec 01, 2011 06:08:37 | Usually ships in 24 hours

Shurflo potable water pumps are designed and constructed to deliver high performance, reliability and serviceability. These potable water self-priming pumps employ three independent pumping chambers to lift water up to 12 feet. They provide smooth flow and operate quietly. All Shurflo pumps have a built-in check valve that is rated to 200 PSI which prevents backflow into the tank, and contain an adjustable switch. This water pump can even run dry without damage! Comes wtih a 2 year limited warranty, and can be mounted in any position. UL, CSA and IAPMO apply to some models.

  • 12 VDC, 2.8 GPM, 45 PSI
  • Can support up to 3 fixtures
  • 4 Amps Open Flow
  • Can run dry wtihout damage
  • 2 Year Limited Warranty

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Sunday, November 27, 2011

Guidelines For Buying A Water Pump for Irrigation

!±8± Guidelines For Buying A Water Pump for Irrigation

If you own a farm or a huge garden, you most likely have a sprinkler system. A sprinkler system will keep your plants watered regularly thus; you no longer have to take out the garden hose and then water your plants. This can be every impractical especially if your farm or land covers a huge land area. In order for your sprinkler system to work you will need an irrigation water pump. This pump will draw water from various sources like ponds, rivers, lakes, and wells and then take it to the sprinkler system. This water will then be used for watering your plants.

However, there are certain points to remember before you buy a water pump for irrigation.

First, you must design your irrigation system first before you purchase the pump. First timers make the common mistake purchasing a pump first without designing the irrigation system only to find out that the pump does not fit. Do not fall prey for this, design and construct first before you shop for a water pump.

Second, off the shelf irrigation pumps often contain misleading labels. These labels can contain certain information that is either ambiguous or misleading. Understand that a label that says "20 GPM, 55 PSI" is different from "20 GPM at 55 PSI" and "20 GPM or 55 PSI". GPM stands for gallons per minute while PSI stands for pounds per square inch, which is a unit for pressure. Therefore, a "20 GPM at 55 PSI" label on the pump means that you get 20 gallons of water per minute if the pump exerts a pressure of 55 PSI.

Third, consider the classification. Irrigation pumps and high-pressure water pumps are two different classifications. This does not mean that the pumps classified under irrigation pumps can be used for sprinkler systems. Most sprinkler systems use pumps classified under high-pressure water pumps. On the other hand, irrigation pumps can only support a single small sprinkler head attached to a hose.

If you are having second thoughts, always consult an expert.


Guidelines For Buying A Water Pump for Irrigation

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Thursday, November 24, 2011

Why You Don't Need Residential Reverse Osmosis Water Systems

!±8± Why You Don't Need Residential Reverse Osmosis Water Systems

What more can I say about residential reverse osmosis water systems? I can continue to write articles explaining to people that reverse osmosis systems residential owners are not happy with the results that they are getting. I simply want to convince everyone that home R.O. is not the answer.

The companies that manufacture them have touted residential reverse osmosis water systems as the end all to be all water purification systems. They are hardly purification systems; they merely de-mineralize our water. You will still receive the same dose of chemical and biological contaminants even with the use of an R.O. system.

Only reverse osmosis systems residential owners that live outside of the mainline area actually receive any benefit from its use. Those drawing their water from wells or open water sources find the system necessary in order to remove silt. Even then they need additional filtering to actually purify their drinking water.

If you live within the service area of a water treatment facility then residential reverse osmosis water systems are a waste of money. The treatment facility has already run the water through repeated R.O. cycles to remove silt and sand, so no further filtering of that nature is necessary.

Many reverse osmosis systems residential owners are finding out about the shortcomings of their chosen filters very quickly. The machines can be quite expensive at up to ,000 for a high quality system, and they run on electricity. You can expect your electric bill to take a big jump once this unit is in use.

The main problem is the residential reverse osmosis water systems complete inability to remove the chemical and biological contaminants that threaten our health every day. Even the R.O. units at the water treatment plant, which are far more sophisticated than any that you could purchase, cannot remove them.

The reverse osmosis systems residential owners use are extremely limited. All of the mineral composition has already been removed, so what is your system actually doing other than running your electric bill sky high? You are still in need of additional filtering, so if you haven't already bought one of these systems, then you should just forgo it.

There are far better methods of protection than residential reverse osmosis water systems. A home water purification system with a granulated activated carbon and multi block filter will remove all of the dangerous chemical contaminants that the R.O. system fails to remove.

If you want to rid your water of the biological health threat, then a unit that features a sub-micron filter is in order. Microscopic parasites and bacteria that were not removed by the chlorine disinfection process can come back to haunt a reverse osmosis systems residential owner, but can be effectively eliminated by sub-micron technology.

I truly hope that I have been able to convince you that residential reverse osmosis water systems are simply not the way to go if your goal is to drink and shower in clean, pure water. A home water purification system, whether point-of-use or whole house, is by far a better choice.


Why You Don't Need Residential Reverse Osmosis Water Systems

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Friday, November 18, 2011

Wayne Water Systems VIP50 1/2 HP 2,500 GPH Submersible Utility Water Pump

!±8± Wayne Water Systems VIP50 1/2 HP 2,500 GPH Submersible Utility Water Pump

Brand : Wayne | Rate : | Price : $57.00
Post Date : Nov 18, 2011 03:17:07 | Usually ships in 1-2 business days


  • 1/2-horsepower submersible utility water pump can handle material up to 1/2-inch thick without clogging
  • Removes water within 1/8-inch of surface
  • Glass reinforced housing prevents rust
  • Connects to garden hose with 3/4-inch adjustable discharge adapter
  • 1-year limited warranty

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Wayne Water Systems VIP50 1/2 HP 2,500 GPH Submersible Utility Water Pump

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Sunday, November 13, 2011

Permitting US Uranium Mines Takes Years

!±8± Permitting US Uranium Mines Takes Years

Few investors and analysts have a firm grasp of the length of time environmental studies and the approvals process requires. Having visited numerous investor forums, we realized many investors believe a property is drilled and then mined, after a brief permitting period. Quite the opposite is true, as explained to us by Richard Blubaugh, environmental manager for Powertech Uranium (PWURF). A highly respected environmental manager, Mr. Blubaugh got his start in government service before moving to private industry. We found the same governmental background with others of Mr. Blubaugh's caliber, such as Strathmore Minerals' Juan Velasquez and Uranerz Energy's Glenn Catchpole.

Permitting a uranium mine requires more than a simple application to mine. And, as we discovered, the process can take between three and six years (sometimes even longer), costing several million dollars and requiring numerous scientific studies on a company's property. This could add additional pressure to uranium prices.

StockInterview: After studying several company news releases, it appears one of the first environmental studies required is the archaeological survey. Why is that done before mining uranium?

Richard Blubaugh: The archaeological surveys are required to evaluate cultural, archaeological and paleontological resources. It's necessary to do to in order to identify and protect those resources for the whole state--academia as well. You can't really go out and disturb these areas without knowing what's there, what might be valuable and what might not. The first thing is to identify a reputable and competent archaeologist or a group of archaeological professionals that have some standing with the regulatory community.

StockInterview: What does the consulting group do then?

Richard Blubaugh: They start with literature review, which would go through the records and see if any previous studies have been done in this area. Those studies are archived generally with the state archaeologists or historical preservation society. Then they determine best where to start and, in this case, we are asking them to start where our drill sites are located because we want to clear those sites so that we can go ahead and start our drilling activities. Then they will review the rest of the property. It could take anywhere from months to years depending upon what's found in any given area.

StockInterview: What happens if you find something of historical interest?

Richard Blubaugh: If you find something, this doesn't mean you are out of luck or your project is stopped. It just means that it's going to take a little more time and effort to deal. It usually is a negotiated process under the Federal actions, a Section 106 consultation. If it's determined to be eligible, then it requires more research and negotiation, which is often avoidance. You fence it off or somehow mark it and stay away from it. But if you have to disturb an area where there's a cultural asset, then that requires mitigation through digging, identifying, recording, photographing and reporting on everything that's found. Then, that stuff is often removed and archived in a museum.

StockInterview: What do the archaeological consultants look for when going over your ground?

Richard Blubaugh: Items such as dinosaur bones or old stone tools and baskets, and historical resources, which are within the last few hundred years, since the white man has been on the continent. You could have buildings, an old school building or some other structure that had some significance, which maybe is a hundred or more years old.

StockInterview: How does your initial review for PowerTech in South Dakota look with regards to this part of the environmental studies?

Richard Blubaugh: We are fortunate at our Dewey Burdock project in South Dakota. Previous parties involved with the site, TVA and Silver King mines, had already done a lot of archaeological work on the site. Because the data is more than 20 years old, we have to go out and confirm they didn't miss anything on the earlier surveys. I talked to the state archaeology office last week. Indications are that there isn't anything that's eligible at the project site. But there are a number of artifacts, mostly in the nature of stone flakes, points, arrowheads and that kind of thing.

StockInterview: What are some of the other environmental studies which need to be done?

Richard Blubaugh: There are a dozen or more specialized disciplines that have to be studied, such as meteorology, archaeology, paleontology, seismology, vegetation, wildlife and soils. You look at all aspects of the environment that could possibly be impacted by your operations or that could impact your operations.

StockInterview: Why are you doing a meteorology study when mining for uranium?

Richard Blubaugh: So that you know which way the wind blows. It takes often a whole year's worth of data to determine with accuracy which is the predominant wind direction. The data exists at weather stations around the country, at Federal installations, at cities, and so forth but the focus and, I guess the key phrase is, site specificity. Along with meteorology is air quality. We also take samples of the air and send the filters in for analysis so we know what kind of contaminants exist in the air before we start operations. It's information that you need to determine who is most likely to be contaminated if, for example, you had some type of accident. The data we collect gets inputted into computer programs for the NRC.

StockInterview: What other type of data are you required to assess?

Richard Blubaugh: You have to determine whether there are other economic resources in the area and whether you are going to be impacting their potential recovery as well, such oil and gas, or sand and gravel. If you have wetlands or surface water then you are going to have to also examine those critters. Typically you look at fish but you can also look at reptiles, frogs and so on.

StockInterview: And of course the water testing?

Richard Blubaugh:
We have two pump tests included in our exploration plan. The pump tests are going to be up front. That's going to be the first thing we do relative to groundwater, particularly for the Dewey project. We will probably be starting baseline groundwater monitoring at the Centennial project by June. I expect it will be pretty close to that for Dewey Burdock as well. In surface water hydrology and water quality, we also have to test so if we had any running streams in the project or near the project area, you have to do your sub-baseline on those surface waters as well, determine the water quality and the water quantity also.

StockInterview: What do the water studies determine?

Richard Blubaugh: Environmentally it tells you, kind of like the meteorology, which way the water flows, what kind of water it is, quality-wise, and what's in the water. It also provides certain data for production, such permeability, transitivity, porosity and those kinds of things. Transitivity has to do with how fast the water moves in the ground and the speed of water in the ground, i.e. so many feet per year.

StockInterview: What do you learn by doing some of these other studies, and why are they required?

Richard Blubaugh: We have to identify each soil type and map it. We have to be able to represent which soils need to be enhanced or not during reclamation. Actually, it's quite an extensive project for soils and certainly the radiometrics are part of it. With vegetation you look at productivity - how much biomass you get off of a given area and also plant cover; what percentage of the underground is covered by plant materials and growing plants. You determine the different species. The wildlife is very similar to that. You have to get into each species. Each one has different habitats and on somebody's list somewhere.

StockInterview: Why would you do a seismic study?

Richard Blubaugh: That deals with earthquakes and the degree of the probability of any particular size earthquake in the region. This goes into your design factors for structures, impoundments and so on.

StockInterview: And the 'bugs and bunnies' survey?

Richard Blubaugh: Yes, I'm glad you mentioned that. That's typically what we refer to those studies as, but it's a lot more than bugs and bunnies. We don't study the insects. That's kind of a misnomer when we say bugs and bunnies. In our wildlife surveys, that's the threatened and endangered species and habitats-- from birds to bears. Flora and fauna, this covers vegetation and wildlife under one term.

StockInterview: How long does it take to complete these studies?

Richard Blubaugh: Typically, baseline data collection--that's kind of the generic umbrella name for all of these different disciplines that you've got going on studying the project area and the surrounding environs. Your baseline data collection period typically runs a year to a year and a quarter. In some cases, it can vary depending upon the state or the key agency but generally, you look at a year so by the time you take the data, massage it, put it into your software programs, get the results and prepare your applications to the different agencies involved. You are looking at roughly a year and a half to two years on the outside for submitting your applications. The next step would be how long would it take to get the permit after you submit it and get all this information in your applications. That is a little more variable and, again, it depends upon the agencies and who is involved in it whether you've got the Federal agencies like NRC, EPA (which typically you are going to have EPA anyway), whether you are have BLM involved or the forest services. These are all contributing factors on how long it's going to take.

StockInterview: What is the general procedure: how much paperwork is involved, and who reviews it?

Richard Blubaugh:
It will be several volumes by the time you are through. You could be looking at anywhere from four to six of those 3-inch binders. It would all go to the NRC and the state agency. You wouldn't send all of that to the EPA. They are just focused on the groundwater so you pull all the groundwater stuff, and they may have some additional requirements that go to EPA.

StockInterview: And what if the accumulated data is incomplete?

Richard Blubaugh:
All agencies have what they call their completeness review so when an application comes in, the first thing they do is do a completeness review and make sure that everything that's required is in the package, in the application. That's before they even look at any of the content. They simply look to see that all the pieces are there. Then, NRC has indicated they are going to take a closer look during the completeness review, which they said could last up to 90 days. But it's more than a completeness review. It's a completeness and adequacy review, which means that at the end of that period, if your application is complete and adequate, then they are going to continue to review the application for licensing. If it isn't complete, then what they are going to do is return it to you. They are going to be a little more explicit in why it isn't complete and where the inadequacies are which will give you a good idea of what else you need to do. At that point then, they go into the EIS (Environmental Impact Study) process. The EIS process has been noted to take anywhere from 18 to 24 months, and longer if you have strong opposition.

StockInterview: How much does the environmental permitting process cost?

Richard Blubaugh: It does cost a small fortune. The costs are going to vary again depending on the project, area and whether or not an EIS is required, all those different factors will come into play. (Editor's Note: We checked with Strathmore Minerals' John DeJoia and Uranerz Energy's Glenn Catchpole, both of whom confirmed that environmental studies would likely cost in the neighborhood of about /pound of uranium mined on a company's project.)

StockInterview: Let's take Powertech as an example. How long would this process take your company to complete so you could mine at Dewey Burdock (South Dakota) or Centennial (Colorado)?

Richard Blubaugh: We are looking at South Dakota where we have NRC. When we are talking about the NRC and EIS process, 2010 or 2011 is what you are probably looking at there. But, for Colorado, in our case, we already have our schedule in place and our consultants selected and we are going to see. But, this is without a mill. We are looking at conventional mining on one of our deposits - open pit - before 2010.

StockInterview: Where would the ore get milled? And would you have it trucked to a mill?

Richard Blubaugh: We've been talking to Sweetwater. It would work just like it would for any other trucking facility, except we would have to get a hazardous transportation permit from DOT (Department of Transportation). Then there's rail. We have rail close to both our facilities in our planned operations in South Dakota and in Colorado.

StockInterview: How do you avoid dealing with a federal agency?

Richard Blubaugh: The agreement states - Texas, Utah, and Colorado - don't have the EIS requirement. They may have requirements that are almost similar to an EIS requirement, but some of them don't. If you are going to build a new processing facility, then yes there will be an EIS. But if you are just going to build a satellite facility, or if you are going to build an open pit mine or underground mine to conventional mining facilities, you do not require an EIS.

StockInterview: And in South Dakota?

Richard Blubaugh: Because South Dakota is not an agreement state, we will be working with the two larger Federal agencies as well: the Nuclear Regulatory Commission (NRC) and the EPA. EPA issues the approvals for the UIC program which is basically governing injection wells and the aquifer exemption process. NRC issues the source material and byproduct license. Anything having to do with uranium processing goes to NRC.

COPYRIGHT© 2007 by StockInterview, Inc. ALL RIGHTS RESERVED.


Permitting US Uranium Mines Takes Years

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Tuesday, November 1, 2011

The North American B-25 Mitchell

!±8± The North American B-25 Mitchell

Driving down New Highway, which skirts the perimeter of Farmingdale, Long Island's, Republic Airport, on the still-warm, crystal-blue Labor Day morning in 2006, and glimpsing the tails of the World War II B-24 Liberator, B-17 Flying Fortress, and B-25 Mitchell bombers, I had once again realized that the Collings Foundation's annual Wings of Freedom fleet rotation, more than any other year, had transformed the general aviation field into an early-1940s pocket of time, a hub of medium and heavy bomber operations.

The aircraft intended for my mission, the North American B-25 Mitchell registered 130669 "Tondelayo" and wearing its drab olive-green livery, had been the third parked on the ramp of the American Airpower Museum, both an historical and symbolic position relative to the two heavier, longer-range aircraft which had been preceded it.

Resulting from a 1938 Air Corps requirement for a twin-engined, medium-range bomber which could fulfill niche roles its larger, quad-engined counterparts had been unable to, and tracing its lineage to the B-10, the B-12, the B-18, and the B-23, the B-25 itself, named after the US Army Air Corps Officer General Billy Mitchell, had been infused life as a self-funded project by North American Aviation in the form of the NA-40-1. The 19,500-pound prototype, featuring a narrow fuselage with a green house cockpit; a straight mid-wing; two, 1,100-horsepower R-1830 piston engines; an angular, twin vertical tail; and a tricycle undercarriage of single wheels, had first flown in January of 1939, but a power deficiency had necessitated the retrofit of 1,350-horsepower R-2600s. Although the modified version, designated NA-40-2, had offered superior performance, it crashed after a two-week test program.

Its NA-62 successor, which had been extensively modified, featured a wider fuselage which in turn increased the now lower-mounted, constant root-to-tip dihedral mid-wing span, 1,700-horsepower R-2600-9 engines, square-geometry vertical tails, and a 27,000-pound gross weight. Approved in September of 1939, this version, designated the XB-25, first flew in prototype form on August 19 of the following year.

Initially delivered to the Army Air Corps, the aircraft demonstrated directional stability deficiencies, resulting in the outer wing mounting redesign with the tenth aircraft off the production line, which reduced the engine-to-wing tip dihedral and gave it its characteristic gull-wing profile.

The B-25 Mitchell, in production form, appeared with an aluminum alloy, semi-monocoque fuselage, constructed of four longerons, which produced a 53.6-foot overall length. The cantilever, all-metal, mid-mounted wings, comprised of a two-spar, fuselage-integral center section housing integral fuel tanks and two outer, single-spar sections with detachable wing tips, featured sealed ailerons with both fixed and controllable trimming tabs and dual-section, hydraulically-operated, trailing edge slotted flaps divided by the engine nacelles. Spanning 67.7 feet, they sported a 609.8-square-foot area. Powered by two 1,700-horsepower, Wright-Cyclone two-row, 14-cylinder, air-cooled R-2600 piston engines housed in aerodynamic nacelles which traversed the wing chord and turned three-bladed, constant-speed, 12.7-foot, full-feathering, anti-icing Hamilton Standard propellers, the aircraft could climb to 15,000 feet in 11.3 minutes and attain a maximum speed of 303 mph at 13,000 feet. The cantilever twin vertical fins and rudders, fitted with fixed and controllable trimming tabs, had been modified with rounded tops and yielded a 16.5-foot aircraft height. The tricycle, single-wheeled, hydraulically-actuated, aft-retracting undercarriage, the first such configuration employed by a US bomber, featured aerodynamic door covers over all three wheel wells in both the extended and retracted positions, while the main wheels were equipped with hydraulic brakes. The aircraft, with a 21,100-pound empty weight, had a maximum gross weight of 33,500 pounds.

Several versions had been produced. The first of these, the B-25A, incorporated pilot armor and self-sealing fuel tanks, while its successor, the B-25B, introduced two electrically-operated Bendix turrets, each of which replaced the midship and tail guns and featured two.50 caliber machine guns. Entering service in 1941 with the 17th Bomb Group at McChord Field near Tacoma, Washington, the aircraft, whose production run totaled 120, also featured a separate photographic station between the upper turret and the tail and a shortened, 54.1-foot length.

Powered by two 1,700-horsepower Wright R-2600-13 engines, the B-25C, the third version, introduced an autopilot system and external racks which could carry eight 250-pound bombs, and a later fuel capacity increase to 1,100 gallons. Of the 3,909 build, 1,619 had been produced in Inglewood, California, while 2,290 had been assembled in Kansas City, Kansas, under the B-25D designation.

The singular B-25E and -F variants were intended as test vehicles of wing and tail anti-icing systems, while the B-25G replaced the glazed nose with an armored one, the latter containing two.50 caliber machine guns and one 9.6-foot-long, 900-pound, cradle-mounted, M-4 cannon capable of firing 23-inch, 15-pound shells. Although its armament had otherwise adhered to the B-25C standard, its bomb bay could accommodate an aircraft torpedo. The variant, operated by a crew of four and featuring a 50.10-foot overall length, enjoyed a 405-unit production run.

The B-25H, with significantly increased armament, featured four.50 caliber machine guns in the metallic, armored nose, and a further four on the side, arranged in pairs; a repositioned top turret, now located in the roof of the navigator's compartment; the removal of the ventral turret; enlarged, aft-wing,.50 caliber machine gun waist positions; and a tail gun station with two further.50 caliber machine guns. As World War II's most extensively armed design, it could attain 293-mph speeds at 13,000 feet and had a 23,800-foot service ceiling.

The B-25J, the definitive and numerically most popular version, had been intended for precision bombing. The aircraft, introducing a bombardier who increased the crew complement to six, reincorporated the glazed nose which had now been provisioned with one fixed and one flexible.50 caliber machine gun. The largest single Mitchell order, for 4,318 B-25s, had been placed on April 14, 1943, and the aircraft, attaining 292-mph speeds at 14,500 feet, could cruise at service ceilings of 25,500 feet.

Between 1941 and 1945, the Army Air Corps took delivery of 9,816 B-25s, 3,218 of which had been produced in Inglewood, California, until 1943, and the remaining 6,608 of which had been produced in Kansas City.

The B-25 Mitchell had several post-war applications. Demilitarized, and designated TB-25, the type, based upon the B-25J, had been converted into a trainer with the installation of an observer's seat in the nose, ahead and below the cockpit; two student seats behind the standard two pilot-instructor positions; and up to five seats in the aft cabin. Of the 400 converted aircraft operated by the US Air Force during the 1950s, the last active-duty staff transport had not been retired until May 21, 1960, although it had continued to be operated by the air forces of Brazil, Canada, Chile, Colombia, Cuba, Mexico, Holland, Uruguay, and Venezuela.

A photographic reconnaissance variant, the F-10, had featured a nose-installed tri-metrogon camera along with other aerial photography equipment, while other non-military roles had included those of executive transport, freighter, and fire bomber.

The aircraft operating my Labor Day flight, a B-25J registered 44-28932, had been produced in August of 1944 by North American Aviation in Kansas City, Kansas. Accepted by the United States Army Air Corps on August 3 of that year, it had served in the US in the AAF Flying Training Command Program, serving 12 different air bases until January of 1959, at which time it had been declared surplus and had been deleted from the US Air Force inventory. Converted into a fire bomber, it had combated forest fires for another 25 years.

Acquired by the Collings Foundation in 1984, and restored by Tom Reilly Vintage Aircraft over a two-year period, the B-25J, the first World War II bomber in the collection, had been flown n air shows in the Boston area for a decade, whereafter it had been ferried to Chino, California, in late 2001, for a secondary restoration by Carl Scholl of Aero Trader, Inc. Subsequently repositioned to Midland, Texas, it was painted by AVSource West in its current Tondelayo livery after the B-25 which had been operated by the Air Apache 345th BG of the 5th Air Force in the Pacific Theater against targets in New Guinea, the 500th BS of the 5th Air Force itself having been the fourth squadron of the 345th BG to have attacked shipping in Vunapope near Rabaul on October 18, 1943. The Tondelayo name had been inspired by Hedy Lamarr's character in the 1943 movie White Cargo and given by the crew of Lieutenant Ralph Wallace. The three-aircraft formation, comprised of the B-25 "Snafu" and flown by Captain Lyle Anacker, the "Tondelayo" flown by Lieutenant Wallace himself, and the "Sorry Satchul" flown by Lieutenant Paterson, had claimed three ships, but avenging fighters had attacked "Sorry Satchul," hitting its port engine and forcing it to ditch, and "Tondelayo," damaging its right engine. Shut down and feathered, it had almost wrenched itself from its mountings because of severe vibration.

Flying over Cape Gazelle toward base, the B-25 duo, maintaining tight formation, had been targeted by some 50 Japanese fighters, "Sorry Satchul" so badly damaged that it had been forced to head for shore and ditch and "Tondelayo," despite its own critical wounds, hovering only 30 feet above the water where it had managed to shoot down five additional enemy aircraft. Limping into base at Kiriwina, the aircraft had subsequently been repaired and patched, receiving a new right wing, engine, propeller blades, and radio equipment. Its crew had been awarded the Silver Star.

Squatting under the forward fuselage and climbing the short ladder into the cockpit section on that Labor Day in 2006, I took the right of the two observer's seats located a foot below, and behind, the cockpit, while the four other passengers entered the aft section, located behind the bomb bay, through the ventral hatch, which had been configured with an aft-facing, three-person bench seat and three individual seats. With the ladder now raised and the dual panel folded across it to form a portion of the integral floor, the B-25J had been secured for engine start.

The two-person cockpit, sporting bow tie control yokes, featured a throttle quadrant with the two engine throttles angled toward the pilot, two propeller-pitch throttles, and two fuel-mixture throttles angled toward the copilot.

Engine start, commencing with the right, number 2 powerplant, entailed turning the master ignition switch and right booster pump on, at which point the Wright R-2600 powerplant rotated and the interior became saturated with deep, vibrating, Hamilton Standard propeller-created noise. Priming and stabilizing them with the throttle to create between 800 and 1,000 revolutions per minute, the captain applied a full-rich mixture, causing them to settle into a throaty, 1,200-rpm idle. The process was repeated with the left, number 1 engine.

Contacting Republic Ground on 121.6 for taxi clearance, and armed with the latest automatic terminal information service data, the twin-finned bomber released its brakes at 0845, the thrust created by its engines, even at idle settings, sufficient to move it forward over the American Airpower ramp and away from the World War II bomber trio. Taxiing parallel to the active runway, 32, the B-25J periodically jolted in response to brake applications, turning on to the run-up area by means of differential power, its slipstream-bombarded twin rudders aerodynamically inducing ground turns. Extending its slotted, trailing edge flaps and advancing its throttles, the medium-capacity bomber, assuredly a giant in comparison to the currently landing Piper Warrior, moved on to the runway's threshold, just as the B-17 had commenced its own taxi roll from the ramp.

Moving into take off position and aligning its nose wheel with the centerline, aircraft 130669 received take off clearance from Republic Tower on 125.2, slowly advancing its two throttles in order to establish initial directional control. Firmly maintaining a straight acceleration roll, the 1,500-horsepower twin-row radials powering the Collings Foundation aircraft exploded with cabin-saturating noise as smooth, steady throttle advancements pinnacled them into their METO settings of 2,600 revolutions-per-minute and 40 inches of manifold pressure. Counteracting wind-induced directional variations with subtle rudder deflections, the captain began applying control column back pressure at 75 knots indicated air speed, the now ground-separated nose wheel producing a lift-generating angle-of-attack. The air speed-created pressure differential, bathing the huge, outstretched, upper wing surfaces in a steady stream of accelerated air, removed all ground restraints and allowed them to peel the gravity-defying aircraft to which they had been attached off the ground at 115 knots. Retracting its tricycle undercarriage at the aircraft's VMC-determined 145-knot speed, and trimming itself into its initial climb, the twin-engined bomber, encased in engine slipstream, rolled into a right bank over Route 110, headed toward Long Island's south shore.

Maintaining a 150-degree heading, the now-graceful flying bird reduced its engine rpm to 2300 and its manifold pressure to 30, moving abreast of the metallic, erector set-appearing Captree Bridge at 1,000 feet, which stretched across the deep blue surface of the Great South Bay from the island to Jones Beach and its signature lighthouse. The azure of the water, seamlessly merging with that of the sky, melded into a surreal dimension, as viewed from the 270-degree-encompassing Plexiglas nose.

The power-to-weight ratio, coupled to its aerodynamic design, had been the key to the highly-maneuverable, medium mission bomber. Unlike its long-range, high-altitude, heavy B-17 and B-24 counterparts, the B-25, at half their acquisition costs, had been intended for interdiction purposes, delivering tactical blows to enemy targets closer to the front. Because of its maneuverability, it had been able to fly low-level, tree-top strafing sorties, where it had remained virtually hidden, and had then dropped parachute-retarding bombs, which had enabled it to escape before detonation. Although it had operated extensively in the Pacific, targeting Japanese air fields from treetop altitudes and skip-bombing enemy ships, it had been used in all theaters of operation, and had been flown by the Australians, the British, the Chinese, and the Dutch. It had been the first bomber to have been lend-leased to Russia.

The most famous B-25 mission, led by Lieutenant Colonel James H. Doolittle and occurring on April 18, 1942, had entailed the launch of 16 aircraft from the aircraft carrier USS Hornet. Of the four candidate aircraft, inclusive of the B-18, the B-23, the B-26, and the B-25 itself, the latter had been chosen because of its performance. The aircraft, B-25Bs modified at the Northwest Airlines maintenance facility in Minnesota to increase their fuel tankage from 694 to 1,141 US gallons, had featured dorsal and ventral power turrets, but had been devoid of tail armament. Loaded on the USS Hornet for the sea journey to Japan, 16 aircraft, each at 31,000-pound gross weights, would take off from the 467-foot deck at a 450-mile distance, close enough to permit them to bomb targets in Tokyo, Yokahama, Kobe, and Nagoya, yet retain sufficient fuel supplies to continue the 1,200 miles to China.

Encountering a Japanese picket boat during the morning of April 18, and fearing imminent attack, Doolittle made the decision to launch the B-25 fleet at an 800-mile distance, or 350 miles further, from land, the first take off occurring at 8:18 a.m., which had been less than an hour after the boat had been sighted. Using strong headwinds and the deck's sea swell-created inclination, the bombers had just been able to accomplish the precarious feat, with the last taking off at 9:21 a.m.

After some four hours of flying, the lead aircraft, flown by Doolittle himself, dropped the first bomb over Tokyo, shortly after which it had been joined by the remaining 15. Although all safely departed Japanese air space, insufficient fuel, caused by the earlier launching, and deteriorating weather, resulted in the crash-landing or abandonment of 15 B-25s in China, while the 16th landed in Vladivostock, where its crew had been captured.

Nevertheless, the mission had been both a technological and operational success, and had elevated troop morale and garnered tremendous notoriety for the aircraft.

Banking left to a 240-degree heading, aircraft 1306669 Tondelayo was carried back over Captree Bridge by its gull, variable-dihedral wings and its three-bladed propellers, crossing over Long Island's south shore. The B-17 Flying Fortress, appearing particularly graceful over the blue surface of the Great South Bay, flexed off of the port cockpit windows. World War II skies had somehow been resurrected that morning.

Fuel burn depended on engine setting: at 180 mph, with the engines turning at 1,700 revolutions per minute and feeding off of 27 inches of manifold pressure, the aircraft burned 120 gallons per hour, while a ten-mph cruise speed increase, attained with a 1,800-rpm/28-inch setting, resulted in a 130-gallon per hour consumption.

Recontacting Republic Tower, aircraft 130699 advised its intention of "inbound for landing" and reduced power, now gravity-induced into its descent profile. Maintaining a 180-mph speed and a 320-degree heading, it extended its trailing edge flaps, which provided air speed control, by means of progressive drag production. Flap settings equally depended on flight phase: 1/4 for take off, 1/2 and 3/4 for descent, and full for landing.

The aircraft's clean stalling speed had been 95 mph, which decreased to 83 mph at maximum gross weight with full flaps and undercarriage at 26,000 feet.

Extending its drag-producing landing gear into the slipstream, the aircraft inched toward Runway 32's threshold, as its altimeter unwound: 600 feet...500...300...100...

Passing over the fence at 115 mph, the olive-green, twin-engined, twin-finned medium bomber sank toward the blurred concrete in a full back-pressure control yoke-induced flare, screeching on the ground with its left main wheel at 80 mph, at which time the friction sufficiently reduced its air speed to permit the remaining two bogies to settle earthward.

Completing its deceleration roll and taxiing on to the American Airpower Museum ramp, the B-25J Mitchell, as the medium mission bomber, had appropriately been the first to return to base, the B-17 and the B-24 still plying the skies. If World War II had still been raging, the sequence would have been exactly the same.


The North American B-25 Mitchell

Bradley Smoker Recipes Grand Sale

Tuesday, October 25, 2011

The types of water pump - Learn the difference before you buy

!±8± The types of water pump - Learn the difference before you buy

There are many types of water pumps, but pumps or surface water pumps and submersible pumps. Surface pumps are used for shallow wells, while the pumps are used for wells with a depth of 20 meters.

What are the differences between these two types of pumps? Regardless of where you are, there are many other differences. Knowing this will help you select the type of pump you need. Like it or as a substitute for a newThe installation, it is worth a little research on the two.

A pump is placed on the floor next to the fountain or in the basement of the house. And 'in the storage tank that stores water. This type of pump suction works, means that it uses air pressure to pull out of the water. The most powerful is the pump, the air pressure than can be generated. A pump 40 psi (a measure of atmospheric pressure) it is more powerful than a pump to 20 bar. It can be powered by fuelor solar energy. Some pumps have the casting surface mounted near the engine, while some have jet assembly immersed in water.

A submersible pump is a pump where the motor rotor, nozzle packed in a cylindrical container and immersed in water. A small hole is for the electrical wiring can be connected with a way to run into a wall outlet. This is for wells deeper than 25 meters is recommended.


The types of water pump - Learn the difference before you buy

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