How do you maintain water pressure, Civil Engineering

Assignment Help:

If you have water pressure and wish to handle it, do not cause flow in the line, which will decrease pressure because of friction. To keep pressure up, decrease friction by increasing the line size or eliminating some other restriction.

 


Related Discussions:- How do you maintain water pressure

Installation of band drains, Question For drained reclamation, what wil...

Question For drained reclamation, what will significance of smear zone bring by installation of band drains ? Answer Throughout installation of band drains, smear zon

Guiding considerations in planning, Guiding Considerations in Planning: ...

Guiding Considerations in Planning: The following factors have a bearing on planning water transport facilities : (a)        Availability adequate land to accommodate the

Trigo, A pole which leans 11o from the vertical toward the sun casts a shad...

A pole which leans 11o from the vertical toward the sun casts a shadow 12m long when the angle of elevation of the sun is 40o. Find the length of the pole

Example of magnetic dip, Example : Line AB was drawn with a magnetic ...

Example : Line AB was drawn with a magnetic bearing of 136° 45′ while the magnetic declination was 2° 30′ east In an old map. If magnetic declination is 3° 30′ west to what m

SHEARING STRESS IN CIRCULAR SECTION, SHEAR STRESS DISTRIBUTION INTO CIRCULA...

SHEAR STRESS DISTRIBUTION INTO CIRCULAR SECTION DERIVATION

Calculate the total passive earth resistance on the wall, A  retaining wall...

A  retaining wall, 4.5 m high, retains a soil with  c = 2 N/cm 2 ,  φ = 30° and g = 20 kN/m 3 , with horizontal surface level with the top of the wall. The backfill carries a surch

Application of embankment condition for drainage design, Q. Application of ...

Q. Application of embankment condition for drainage design? In considering loads on buried pipeline, there are generally two scenarios: narrow trench condition and embankment (

Total volume of soil that excavated from the borrow area, Project specifica...

Project specifications require a relative compaction of 95% (modified Proctor).  Construction of a highway embankment requires 10,000-yd 3 of fill.  The borrow soil has an in-situ

State the volume change from the plastic limit, The plastic limit and liqui...

The plastic limit and liquid limit of a soil are 33% and 45% respectively. The percentage volume change from the liquid limit to the dry state is 36% of the dry volume. Likewise, t

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd