Dear Lajpat
The answer to your question should be divided in two: 1- The requirement slurry performance for HPHT well and 2- what should be the cement slurry design criteria to survive in a CO2 and H2S environment.
To answer to the point 1, the principal slurry property is aligned with API standards, and is related to the Static Gel Strength Test (SGST). The results of the test should indicate that the slurry may be achieve a 500 Lbf/100 ft2 in 45 min, from the Critical Static Gel Strength Point (CSGS Point). This test should be performed in a specific device which can simulate both slurry condition in the well: the dynamic (during pumping) and static condition (after bump the plug). However, I have to suggest that even when API recommend 45 min for this period of time, I should say that a lower time should be considered: 20 min or lower is a good result. My recommendation is to perform this test in a MACS2, using a profile of temperature obtained from a dynamic temperature simulation.
I don’t know if your cementing job will be done for a casing or liner, but if you have to do it for a liner, is recommendable perform the test for bottom hole and TOL condition.
The answer to the point 2, is not that easy or simple. We must considered that the chemistry reaction responsible of the cement degradation due to CO2 attack cannot be avoided, but can (and should be) minimized considering the utilization of inert material capable to reduce the cement sheath porosity. Why? Because of the CO2 reacts principally with the water occluded in the cement matrix, producing more water as result of the chemical reaction which react with more CO2. In summary, it is an auto-catalyzed reaction. To minimize this situation with very good results, the cement blend should contain material with very small particle size and usually Fly Ash is usually considered. And what’s about H2S? The H2S do not attack cement Portland, however there are some studies that showed a degradation of the slurry if this one contain ferrous material (or derivated from Fe like Hematite, for instance), and guess what? Normally the slurries designed for HPHT wells contain these material as a weighting agent to increase the density.
So, the recommendation is to try to use an slurry design with as lower as possible SGST (as I mentioned previously) using Fly Ash as a component in the dry cement blend, increasing the density as much as possible with alternative materials than Hematite. If you need a slurry density lower than 17.5 ppg will not be a problem, however if 18 ppg or more is required, you will have to test alternative weighting materials.
Also, a good practice is to run a test under CO2 (CO2 Test Performance), at least for 6 month if you have the time. In general, the Cementing design for CO2 environment are done with enough time to run this test and evaluate alternatives designs.
I would like to mention also, that in such well and environmental conditions, you should consider a Mechanical Tests evaluation, to verify that the Young Module and Poisson Ration of the slurry will provide a good mechanical condition and remaining capacity to survive for the life of the well, keeping the zonal isolation integrity.
Please, feel free to contact me if any additional query arise.
Marcelo Venturino
Well Cementing Consulting
Technical Director
www.wellcementingconsulting.com
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Marcelo Venturino
Cementing & Fluid Specialist
Well Cementing Consulting
www.wellcementingconsulting.com