42 42.000 STD .375 166.7141.250 42 42.000 XHY .500221.61 41.000 Weights are 166.71 per ft. and 221.61.
30-inch (inside diameter) RCP has a wall thickness of 2.75 inches. Therefore, the outside diameter of 30-inch RCP is 35.5 inches.
The minimum slope for sanitary sewer lines in commercial buildings is typically 1% (or 1/8 inch per foot) for pipes larger than 3 inches in diameter. For smaller pipes, a minimum slope of 2% (or 1/4 inch per foot) is often recommended to ensure adequate drainage and prevent blockages. Local plumbing codes may vary, so it's essential to consult them for specific requirements applicable to the project.
The invert is the exact elevation of a drainage facility or pipe where the water is designed to flow. If a 2 foot dia. pipe crosses the road, one end of the pipe will be higher than the other, say 6 inches of fall. Say the high end (elevation measured at the end of the pipe at the flowline) is at elev. 325.00 The elev of the low end at the end flowline would be 324.50. 325.00 is the invert in 324.50 is the invert out
It could be 65" (b wall - 5.5" wall thickness), or 66.5" (c wall - 6.25" wall thickness).
More info is needed. What is the elevation of the bottom of the tank relative to the outlet of the 14" pipe? How much liquid is in the tank, and what are the tank dimensions? What is the shape of the tank (cone, vertical, horizontal, sphere?) How many fittings (elbows, turns, half-open valves etc.) are along the length of the pipe? How much pressure is being applied to the surface of the liquid in the tank or is it open to the atmosphere? Try this formula for a vertical tank with straight sides open to the atmosphere: t = pi * D2 / Cd / A *sqrt (h / 8 / G) where t = time in seconds pi = 3.14 D = tank diameter (feet) Cd = orifice coefficient (use 0.61 for a sharp edge orifice) A = cross-sectional area of outlet pipe (square feet; A = pi * pipe diameter2 / 4) h = height of liquid in tank plus height of bottom of tank above pipe outlet (feet) G = gravitational acceleration (32.2 ft/sec2)
40
Approximately 3 pounds per foot.
Not very much, but it will depend on the diameter of the conduit- and you did not tell us how big. It comes it different sizes.
The answer will depend on whether it is a 2 inch pipe or a 2 cm pipe or a 2 foot pipe or whatever.The answer will depend on whether it is a 2 inch pipe or a 2 cm pipe or a 2 foot pipe or whatever.The answer will depend on whether it is a 2 inch pipe or a 2 cm pipe or a 2 foot pipe or whatever.The answer will depend on whether it is a 2 inch pipe or a 2 cm pipe or a 2 foot pipe or whatever.
Asbestos cement pipe typically weighs between 2.5 to 4.5 pounds per lineal foot, depending on the diameter and wall thickness of the pipe. For example, a 4-inch diameter pipe might weigh around 3.5 pounds per foot, while larger diameters can weigh significantly more. The weight can vary based on specific manufacturer specifications and the formulation of the asbestos cement used.
about 25 bucks per foot .
Depends how long it is
Standard pipes can be made of copper, steel, lead, polyurethane, and other materials.It would depend on what the pipe is made of.It would also depend on the thickness of the walls of the pipe."Standard" is also ambiguous since different applications have different standards. A gas pipe is different than a sewage pipe or a fresh water pipe.
The volume of the pipe is 0.2078 gallon per foot of length.I have no idea how much water might be in it.
2.75 Imperial gallons.
A two inch pipe can hold 0.1632 gallons per foot. It takes slightly over 6 feet of two inch pipe to hold one gallon of water.
A 5-inch pipe will hold approximately 0.36 gallons of water per linear foot. This calculation is based on the formula for calculating the volume of a cylinder (V = πr^2h), where the radius (r) is half the diameter of the pipe (2.5 inches) and the height (h) is 1 foot.