Engineering Standards & Codes|Govt. of India Udyam Framework
Case Study // P01Sector: Refining & Petrochemical

15,000 KL Naphtha Storage Tank – Design & Fabrication

Design verification and fabrication detailing of a 15,000 KL Naphtha Storage Tank with Internal Floating Roof and Cone Roof adhering strictly to API 650.

Representative Project Experience (Team Track Record):

PYPTRON Engineering’s core engineering team gained deep execution experience through prior professional associations with leading international engineering consultancies, EPC contractors, and plant operators. Representative case projects illustrate technical proficiency under specific verified scope boundaries. This representative case reflects historical professional execution by members of our core engineering team prior to corporate incorporation. Operator identities, specific commercial relationships, and proprietary outcomes are maintained under strict non-disclosure compliance.

15,000 KL Naphtha Storage Tank – Design & Fabrication
Illustrative Analytical Model Representation
Verified Technical Data

Case Parameters & Specifications

Capacity:15,000 KL
Roof Type:Internal Floating & Cone Roof
Governing Code:API 650 (Engineering Baseline)
Dynamic Checks:Wind & Seismic (IS 875/1893)
Client / Location:Confidential Industrial Operator
Solvers: TANK, STAAD ProCodes: API 650 12th Ed., IS 875, IS 1893

Engineering Challenge

Sizing large-diameter thin-walled storage tank shell courses subjected to high volatile hydrocarbon vapor pressures, extreme wind overturning moments, and seismic sloshing waves without exceeding allowable foundation soil bearing pressures.

Verified Scope of Work

  • API 650 code compliance and shell plate thickness sizing
  • Internal Floating Roof (IFR) and Cone Roof structural design
  • Wind and seismic analysis adhering to IS 875 and IS 1893
  • Anchor chair design checks and foundation load calculations
  • Detailed fabrication drawings and hydrotesting technical support

Engineering Methodology & Analytical Steps

PHASE 01

API 650 1-foot calculation method for course plate thickness sizing

PHASE 02

Seismic hydrodynamic sloshing modeling per IS 1893 and API 650 Appendix E

PHASE 03

Wind girder section modulus checks per IS 875 Part 3 aerodynamic pressures

PHASE 04

Anchor chair finite element local stress verification and foundation load schedule generation

Technical Deliverables

  • 01.API 650 Mechanical Calculation Package
  • 02.Wind & Seismic Overturning Stability Report
  • 03.Detailed Fabrication & Erection Drawings
  • 04.Hydrostatic Test Sizing & Water Filling Procedure

Governing Standards

API 650 12th Ed.IS 875IS 1893
* Applied as engineering reference baselines.
Technical Review

Need Similar Engineering Scope?

Submit line lists, equipment datasheets, or transient boundary parameters for expert review.

Request Project Consultation
Technical Consultation Desk

Discuss Similar Bulk Liquid Storage Requirements

Our senior consulting engineers have extensive background in Refining & Petrochemical projects, providing rigorous analytical solutions adhering strictly to international standards.