Showing posts with label Process. Show all posts
Showing posts with label Process. Show all posts

12/10/14

SIZING CRITERIA FOR RELIEF AND DEPRESSURING LINES

For preliminary engineering the guidelines given below should be followed. A preliminary network analysis will also be undertaken for all principal relieving/depressuring cases in order to ensure that the maximum allowable back pressure at each individual relieving device is not exceeded.
Calculations will be performed in accordance with API RP 520 and 521.

Relief Valve Inlet Lines
The inlet line pressure drop is to be less than 3% of set pressure calculated at set pressure conditions assuming flow based on installed relief valve area for conventional and balanced valves. (Note - not for pilots) However pressure drop in the inlet line for a pilot valve should be calculated and considered when determining the relief valve capacity. The inlet line shall not be smaller than the inlet flange of the relief valve.

Relief Valve Outlet Lines
The discharge line shall not be smaller than the outlet flange of the relief valve.  The computation of the allowable pressure drop using the required relief capacity is as follows:

Conventional Valves
Size the discharge line from conventional valves to limit the pressure drop to less than 10% of the set pressure (gauge).

Balanced Valves
Higher pressure drops may be used to affect considerable cost savings.  Limit the pressure drop to 50% of the set pressure (gauge) and to no more than the rating of the internal bellows.
Where there are a number of valves discharging into the same manifold, caution should be exercised to ensure that the back pressure in the manifold allows all relief valves to discharge properly.
The recommended maximum Mach number range is 0.5-0.75 calculated at rated flow rate and downstream end of header conditions.  Back pressure based on installed critical area shall be checked to confirm it is below the system design pressure.
Note that Mach number for vapor lines is calculated from the following equation:
vs =  ()1/2
where   vs = sonic velocity  (m/s)
             R = individual gas constant = 8314/M (J/kg K) where
 M = gas molecular weight
 T = absolute temperature (K)

Flare Headers and Sub-Headers
The equivalent length of headers and sub-headers should be determined by reference to Crane Technical Paper No. 410. The maximum Mach number range is 0.5-0.75 calculated at rated flow rate at the downstream end of line conditions.

Flare Stacks
Flare Stack Diameter is generally sized on a velocity basis although pressure drop should be checked. For stable flare burning in pipe flares, API RP 521 recommends 0.5 Mach for a peak short term infrequent flow, with 0.2 Mach maintained for the more normal and possibly more frequent conditions.  Requirements for pipe flares and other proprietary designs should be discussed with the vendor.

Blowdown Inlet Lines
The maximum velocity should be limited to 200 ft/s.

Blowdown Outlet Lines and High Pressure Vents
Vent stack diameter is generally sized on a velocity basis although pressure drop should be checked.  Since there is no requirement to maintain a stable flame, the vent tip can be sized for sonic velocity.  This minimizes the size and provides gas dispersion.  An allowance must be made in the pressure drop calculation for the pressure discontinuity which occurs at the tip when sonic velocity is established.

Atmospheric Tank Vents
Non-refrigerated atmospheric tank vents are sized on the basis of maintaining an operating pressure that the tank can safely withstand.  Flow rates are determined by consideration of thermal inbreathing and out-breathing, maximum fluid inflow or outflow, and vapour production resulting from fire exposure.  Refer to References API RP- 2000 for design criteria.

12/9/14

CLOSED DRAIN DRUMS CALCULATION NOTE

1.0    INTRODUCTION
The purpose of this calculation note is to provide the preliminary sizing of Closed Drain Drums at the NGL Plant. Preliminary volumes are used for the calculations based on estimated liquid contingencies. The systems shall be reviewed again during detail engineering when vessel sizes are finalized.
2.0    BASIS OF DESIGN
2.1    Capacity
The Closed Drain Drums shall be sized to accommodate the liquid from the largest single liquid contingency; for example discharge scrubber, if it is necessary to evacuate the contents of that vessel.
2.2    Assumptions
•    The Closed Drain Drum is sized to accommodate liquid from a vessel operating at its NLL.
•    Storage vessels are not considered for this calculation note.
•    The liquid from the piping system to Closed Drain Drum is included and assumed to be 20% of the liquid volume.
•    The liquid from the vessel will occupy the volume between LL to HL in the Closed Drain Drum, which is 75% of the drum volume.
•    The Closed Drain Pump shall be sized to discharge the liquid contained in the Drum within 30 minutes from HL to LL.
3.0    CLOSED DRAIN DRUM CALCULATIONS
3.1    Basis
Liquid volume accommodated from LL to HL
LL to HL to be 75% of vessel volume
Applying 20% design margin for piping
The Closed Drain Drum is segregated to separate heavy and light liquids
Oil and water overflows to individual compartment, where a 2 ft length per each of oil and water compartment is available
3.2    Calculation

Largest liquid contingency.
Liquid Volume = 350 ft3
Required volume of drain drum (350 x 1.2) / 0.75 = 560 ft3
 
4.0    CONCLUSION
Based on the calculated diameters, the vessels have been sized as follows:
NGL Plant:
Closed Drain Drum dimension is
6’ – 3” diameter x 18’ – 9” T/T horizontal (1900 mm x 5700 mm)

12/8/14

COLD SEPARATOR CALCULATION NOTE


1.0          INTRODUCTION
This document describes the calculations required to establish the vessel size for the cold separator
The separator is located inlet gas/gas exchangers and immediately upstream of the expander unit.
The cold fluid entering the separator is two phase.
2.1          Basic Consideration for cold separator
             Gas velocity constant K varies from 0.06 to 0.5 with the vessel type and whether or not mist eliminators are used – (GPSA data book)
             Applicable settling law used; intermediate law
2.2          Design Conditions
Parameters
Cold Separator
Gas Flow, MMscfd
232.5
Liquid Flow, lbs/hr
73360
Liquid Density, lbs/ft3
32.79
Pressure (op), psia
749.7
Temperature (op), °F
- 23.2
Gas Density, lbs/ft3
4.154
Compressibility Factor
0.7187
2.3          Assumptions
             Sizing is based on removing > 50 micron droplets
             Liquid retention time  minimum 10 minutes for NGL feed to de-ethanizer
             L/D ratio 2 – 4 for vessels
             Mist extractor has been assumed
             Actual operating liquid level to be determined in detail engineering
4.0          EQUATIONS
Souders – Brown Relationship
Where:
                =             Allowable gas velocity at operating conditions, ft/sec
                =             Liquid density at operating conditions, lbm/ft3
                =             Gas density at operating conditions, lbm/ft3
                =             Separation Coefficient
The actual gas volume   can be calculated from the standard conditions using the parameters given.
The vessel diameter can then be calculated from
Where:
                =             Vessel diameter, ft.
                =             Actual gas volume, ft3/sec

3.0          RESULTS
3.1          Gas Basis
Gas Volume Flow
Vessel diameter
3.2          Liquid Basis
Liquid flow-rate =
For 10 minutes liquid hold up,   liquid elevation:

A L/D ratio of  3/1 will provide sufficient vapor space for nozzles, entrainment settlement and mist eliminator.

4.0          CONCLUSION
Based on the calculated diameter, the vessel has been sized as follows:
Cold Separator  7’ – 6” diameter x 21’ – 0” T/T vertical (2290 mm x 6400 mm)

12/7/14

FEED GAS COMPRESSOR SIZING CALCULATION


Basic Consideration for Vessel Sizing, gas velocity constant K, varies from 0.06 to 0.5 with the vessel type and whether or not mist eliminators are used – (GPSA data book)
Applicable settling law used: intermediate law
Parameters
Feed Gas Suction Scrubbers
Feed Gas Discharge Scrubbers
Gas Flow MMscfd / scrubber
125
125
Liquid Flow, BPD
10
10
Liquid Density, lbs/ft3 *)
62.1
34.8
Pressure (opr), psia
435
785
Temperature (opr), °F
95
120
Gas Density, lbs/ft3
1.596
2.833
Compressibility Factor
0.916
0.880
*) estimated

Sizing is based on removing > 150 micron droplets
Slug volumes have not been considered
L/D ratio 2 – 4 for vessels
Assumed liquid flow in the feed gas separator for CV sizing is 10 bpd; actually no liquid flow is present in the streams
Mist extractors have been assumed

EQUATIONS
Sounder – Brown Relationship









Separation coefficient in this case is for a vertical separator.
The actual gas volume qacc can be calculated from the standard conditions using the parameters given.
 






RESULTS





















Based on the calculated diameters, the vessels have been sized as follows:
Feed Gas Suction Scrubber 6’ – 6”         diameter x 12 feet long T/T vertical (2000mm x 3660mm)
Feed Gas Discharge Scrubber 6’ – 6”     diameter x 12 feet long T/T vertical (2000mm x 3660mm)


MATERIAL AND EARTH WORK SPECIFICATION

Borrow Material Borrow material shall meet the requirement specified for satisfactory fill materials per ASTM D2487 or ASTM D...