IPE-TM-320 Fractionation
IPE-TM-320-05
This procedure provides design guidelines for a Water Wash Column used to remove basic nitrogen from LPG.
This treatment is normally done to the LPG feed of a Catalytic Condensation Unit. Do not confuse this design with a Jet Deck design that is used for Merox Extractors, Sulfolane Raffinate Water Wash Columns, LPG Amine Treaters and Ethermax Raffinate Water Wash Columns which is covered in Procedure ”.
Design a Water Wash Column for treating LPG per the following design criteria:
Design the trays in the Water Wash Column per the following design criteria:
is a sample 307 specification for this column.
shows the flow scheme for a Water Wash Column. This drawing provides two column entry locations for the circulating water stream. The normal flow scheme allows the circulating water to enter onto Tray 5, while the phosphate and condensate injection go to Tray 1. An alternate flow scheme allows the circulating water to go to Tray 1 along with the phosphate and condensate injection. The following comments apply to the alternate flow scheme:
The distributor for the feed to the top tray is normally a simple tee per Standard Drawing 3-144.
The distributor for the feed between the upper and lower wash sections is normally a simply tee per Standard Drawing 3-146.
The distributor for the feed below the bottom tray is normally a single pipe per drawing 3-314. The distributor is to be parallel to the downcomer. There are two slots on the distributor oriented 180 degrees apart in the horizontal plane. The slots have a typical width of 3/8 inch (10 mm) and a minimum width of ¼ inch (6 mm). The design exit velocity should be between 1.5 to 3 ft/s. The nozzle location is normally 1.5 ft (450 mm) below the bottom tray.
The design of a Inflection Point Engineering Catalytic Condensation Unit includes a water wash column to remove basic nitrogen compounds from the LPG feedstock. Basic nitrogen compounds primarily consist of ammonia, nitrites, and amine (soluble and entrained), which will react and deactivate the phosphoric acid based SPA catalyst.
Inflection Point Engineering Catalytic Condensation Units with an LPG feedstock that has been through an Amine Treating Unit, or any LPG feedstock that originates from FCC units or cokers, usually requires a water wash column.
The injection of a sodium dihydrogen phosphate (NaH2PO4) solution maintains the circulating water at a pH of 5.5 to 6.5. The NaH2PO4 solution (1 normal) is prepared in a small break tank and injected into the water wash column on a continuous basis. Typically, the wash water is deaerated condensate before chemical addition and it is continuously added to the water wash column through a water break tank.
The spent water is analyzed and the wash water addition rate is adjusted to keep the total dissolved solids below 2000 ppm. The acid injection rate is adjusted to keep the pH between 5.5 and 6.5.
Project
| Service: Column | Service: Column | Service: Column | Item Number: 20-C-101 | Item Number: 20-C-101 |
|---|---|---|---|---|
| Tray Data | Tray Data | |||
| Tray Identification (Tray Numbers) | All (1-20) | |||
| Vessel ID, mm (minimum) | 2300 | |||
| Operating Pressure, kg/cm2(g) | 18.3 | |||
| Operating Temperature, C | 33 | |||
| Structural Design Temperature, C | 120 | |||
| Fluid Description | H20 + HCBN | |||
| Foam Derating Factor | ||||
| Lt Liq -Flow Rate, kg/h | 51311 | |||
| Density, kg/m3 | 570 | |||
| Hvy Liq -Flow Rate, kg/h | 45168 | |||
| Density, kg/m3 | 994 | |||
| Viscosity, cP | ||||
| Surface Tension, dynes/cm | ||||
| Type of Tray | Sieve | |||
| For Sieve Trays | ||||
| Weir Height, M, mm | No Weir | |||
| Downcomer Clearance, N, mm | 50 | |||
| Total Number of Holes | 1450 | |||
| Hole Diameter, mm | 6 | |||
| Hole Area/Bubbling Area x 100 | ||||
| Tray spacing, S, mm (for exceptions see Project Specification 301 Vessels) | 300* | |||
| Notes | ||||
| * Tray spacing, mm (trays 4-5) | 1000 | |||
| Tray Layout | ||||
| Number of Passes | 1 | |||
| A, mm (minimum) | 200 | |||
| B, mm | 1900 | |||
| C, mm (minimum for 1 pass) | 200 | |||
| D, mm | ||||
| E, mm | ||||
| F, mm | ||||
| G, mm (minimum) |
© 2026 Inflection Point Engineering, LLC. All rights reserved. The content of this page — including calculation methods, reference data, written analysis, interactive tools, and source code — is the intellectual property of Inflection Point Engineering, LLC and is protected under applicable copyright, trademark, and trade secret laws. Unauthorized reproduction, redistribution, modification, or derivative use in whole or in part is prohibited without prior written consent.
Disclaimer. This material is provided for informational and educational purposes only and does not constitute professional engineering advice. Calculations, reference data, and methodologies are based on published standards and accepted engineering practice but are not a substitute for engineering judgment, site-specific analysis, or review by a licensed Professional Engineer. Inflection Point Engineering, LLC makes no warranties, express or implied, regarding the accuracy, completeness, or fitness for a particular purpose of any content presented here, and shall not be liable for any direct, indirect, incidental, or consequential damages arising from its use. Users assume all risk associated with applying this content to real-world design, operations, or decisions.
© 2026 Inflection Point Engineering, LLC. All rights reserved.