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Maximising AFR in Cement Manufacturing

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Shreesh A Khadilkar, Consultant and Advisor, and Former Director Quality and Product Development, ACC Ltd Thane, discusses the importance of optimising the use of alternative fuel and raw materials (TSR percentage) in cement production without affecting clinker quality.

We all know that in the calciner the CaCO3 undergoes calcination producing CaO, part of this CaO reacts with Al2O3, Fe2O3 SiO2 to form aluminates, ferrites, Belite and some CaO remain as uncombined CaO in the material that enters the kiln, this uncombined CaO further reacts, as the material passes through the kiln to form clinker of desired phase composition with at desired levels of free lime. If this uncombined CaO is less, the resultant clinker would have lower free CaO.
Due to fluctuations of moisture in the SAFR feed, the calciner outlet temperature tends to decrease/fluctuate although the calcination is complete, some of the above post calcination reactions of the CaO are decreased, as a result the uncombined CaO is higher, in the material entering the kiln. The reactions in the kiln are affected for the same throughput and either the clinker free lime is high or the clinker shows lesser C3S percentage (depending on the burnability of the kiln feed).
In plants equipped with XRD it would be possible to monitor the uncombined CaO in Hot meal and optimise the Calciner outlet temperatures so as to achieve the desired uncombined percentage of lime as explained above. If the value is much lower than the desired level it would indicate subsequent lower LSF in the clinker, so addition of lime sludge or limestone powder as explained above would maintain the desired clinker specs. These actions, if affected during the day, would help maintain the day’s average clinker quality.
Besides the variability of the moisture percentage, the ash percentage and its composition in SAFR could change the composition of calcining material and finally depending on these changes, the post calcination reactions would be affected, depending on the uncombined percentage of lime value (monitored by XRD of hot meal), the corrections as explained above would help correct the composition and maintain the burning zone performance and the resultant clinker quality. Thus, if the calciner outlet temperature / kiln inlet material / C6 material temp. (as the case may be) is maintained higher and necessary corrections are made through SAFR or through the kiln feed. We can maintain the uncombined CaO at desired level where we could get good kiln performance as well as a good/improved clinker quality even at a higher percentage of AFR/TSR.
In many plants there is a tendency to increase the clinker Fe2O3 as and when there is an excessive dust generation and dusty kiln performance, this attempt to increase Clinker Fe2O3 would not actually help in improving the kiln conditions and maintaining clinker quality. In another plant equipped with XRD, the limestone had higher Fe2O3 content and to compensate for the effect of the varying moisture of SAFR the Calciner outlet temperature was maintained at around 920oC so that the desired post calcination reactions could be achieved and the uncombined CaO (monitored by XRD of hot meal) was maintained at desired levels.
The clinker LSF also could be maintained but the Free CaO tended to be high. The hot meal XRD indicated that the belite formations were lower in hot meal as and when the clinker free lime was high. Although the Silica was contributed from the Solid AFR as this silica was sand/silt, which did not react, the clinker IR also was observed to increase by around 0.4 per cent use of pondash (having reactive silica) along with the solid AFR up to 1 per cent was observed to increase the Belite content of hot meal and the resultant clinker had desired phase formations with lower free lime. For calculation of PSF/Potential phase composition a correction was given to the clinker silica contents (by subtracting the change in IR of clinker).
Thus, it needs to be noted here that in RDF/MSW, SAFR the ash content may have coarse sand grains, which cannot at the calcination stage and it the burnability is sensitive to silica contents, such corrections of use of wet fly ash with the SAFR could be advantageous to maintain clinker quality. However, these corrections have to be affected during the day through XRD monitoring of Hot meal and subsequent Clinker (say after 40 minutes) so that at the end of the day the clinker is of desired quality specs.
Thus, in plants coprocessing higher levels of AFR it is recommended to have a ‘bi-hourly dashboard’ and the day average clinker consistency in Quality Monitored by ‘compliance percentage to clinker specs’ as shown in Tables 1 and 2.
Such a dashboard helps having the entire plant operations involved in taking bi hourly actions so as to maintain the quality and process targets with increase in SAFR/LQAFR thus, achieving a higher compliance percentage to clinker quality specs. This has enabled not only to maintain clinker quality but it also showed improvements in clinker quality.

Actions: In plant with high TSR percentage without XRD
The hot meal samples at different kiln inlet material temperatures were collected at 870,900n and 930oC along with corresponding clinker samples (after say 40 minutes) and the XRD analysis was carried out at external labs. Through the bi-hourly dashboard actions the clinker compositions were maintained as per desired target. The XRD Mineralogy of Hot Meal and clinker XRD are tabulated in Table 3.
Although the plant maintains 95 per cent DOC, the XRD however indicates >99.5 per cent calcination. Thus, even in the absence of XRD using the bi-hourly dashboard optimisation of clinker quality can be made possible, however having an XRD (even a low watts XRD) would always be advantageous, especially if the kiln feed shows moderate burnability.

Other important considerations

  • As discussed above bi-hourly corrections made to clinker composition could be through the SAFR/RDF mix, in one plant it could be use of waste lime sludge/ in another plant use of wet pond ash/ in another use of limestone crusher dust/ high grade limestone powder depending on the corrections desired.
  • In case such materials are not available in the plant for corrections, the necessary actions bi-hourly, to adjust the clinker LSF, could be by changes in proportion of high ash coal + coal Petcoke mix in calciner or it could be even be targeting an appropriate kiln deed composition to accommodate the ash percentage of SAFR/RDF or bihourly changing the feed rate (TPH) of SAFR, as per the bi-hourly clinker composition requirements.
  • Reducing conditions can have substantial effects on clinker quality like problems with sulfur integration, Alite decomposition (strength reduction), conversion from C4AF to C3A (acceleration of setting), change in color of cement (from greenish grey to brownish), the detection of reducing conditions could be done using ‘Magotteaux Test’, it is important to assess the reducing conditions whether internal or peripheral, would indicate possible reasons.
  • Internal reducing conditions indicate that due to changes in liquid viscosity the larger clinker nodules are black from outside but yellow to brownish in the internal core. Such clinker nodules roll down from the transition zone with an unburnt core which disintegrates on cooling due to gamma C2S. Such nodules have high free lime, delocalised or peripheral reducing conditions due to larger size of solid AFR component (shredded size) showing CO peaks.
  • The Hot meal (2Cl+SO3) needs to be reliably monitored using XRF standards of Hot Meal. Every plant would have a threshold value of (2Cl+SO3), value >3.5 is reported to cause severe depositions at kiln inlet/riser duct/cyclones.
  • The kiln system should be able to handle the higher gas volumes (calciner , inlet and preheater).
    Increased percentage of AFR /TSR is associated with increase in limestone pile LSF which is linked to life of mines (Fig:2). This increase in limestone pile LSF would be more plant specific.
  • To lessen the impact on limestone Pile LSF/Mines life the plant would have to use, sweetener limestone (availability/cost), reduce the percentage use of high silica correctives with purer correctives, use petcoke or low ash coal (imported), use of waste lime sludges available from chemical industries.
  • As discussed earlier the plant could use a mix fuel (petcoke + high ash coal), or (mix of petcoke + high ash wastes like Dolochar/spent carbon etc.) in the calciner, the mix ratio could be changed so as to improve clinker LSF during the day (as a bi-hourly actions).
    High ash (high iron/high silica) wastes should not be fired through the kiln fuel; these wastes should be put through calciner fuel if feasible or along with solid wastes. It is always beneficial to have low ash coal (fuel) / petcoke in kilns.
  • It is recommended to use 4 per cent to 5 per cent high LSF Limestone in petcoke grinding (especially for kiln fuel). It improves the efficiency of petcoke grinding and would help to bind the sulphur during combustion in kiln, thus decreasing the SO3 of the hot meal. Using limestone decreases the SO3 fluctuations in the clinker and the excess of CaCO3 forms C3S clusters in the clinker, thus, improving clinker grindability.
  • Petcoke grinding is usually controlled at 1 per cent to 2 per cent on 90 microns. However in certain grinding systems, the 45 microns residue is observed to be as high as 26 per cent to 28 per cent which could create reducing conditions and initiate some coating formation in pre pre-transition zone in kilns.
  • Large storage yards to stock different types of solid AFR would help to mix the waste in certain proportions so as to achieve relative consistency in ash percentage or even chloride contents.
  • An auto-sampler with shredder on the solid AFR conveyor would be useful. However, the analysis time would be around 4 to 5 hours which is too high.
  • If the plant is reaching >25 per cent TSR, from a futuristics angle, having an online Cross Belt analyser like ‘Spectra Flow’ could help analyse moisture percentage, ash percentage and its constituents in real time, enabling rapid corrections to clinker compositions with necessary modifications to the kiln system even much higher TSR levels could be achievable.
  • Higher TSR levels invariably are associated with increase in Hot meal alkalis, chlorides and sulphates and would necessitate chloride bypass.
  • The procurement has a high responsibility of providing appropriate SAFR/RDF fuel of different ash percentage and of different chloride percentage (screened to remove sand/mud/stones).
  • Wastes having CaO rich ash would always be advantageous for the same TPH of solid AFR, the TSR percentage would be higher if the NCY of the sold AFR is higher.

Conclusion
The paper indicates and discusses in some details the avenues for increased TSR percentage without affecting clinker quality. However, depending on calciner retention time and air volume availability there would be a certain maximum TSR percentage that can be achieved. It may be noted here that the kiln system would necessitate suitable upgradation for achieving a much higher TSR percentage. It is needless to mention that XRF Models with standardless software for elemental analysis of solid/liquid AFR would be advantageous and as discussed having an XRD would be a necessity to maintain clinker quality at higher TSR percentage.
Clinkers with High MgO (>4.5 per cent) would be a challenge and optimising the CaO/SiO2 ratio would be a key to improve clinker quality use of XRD in such clinkers would be an asset.
Futuristically, ‘Torrefaction Process’ (the process of degrading organic materials in a nitrogen or inert environment within a temperature range of 200oC to 300oC) of bio wastes if extended suitably to MSW wastes and other solid AFR to produce a bio coal, could become an excellent opportunity for increased TSR for cement plants.
In this paper I have tried to share some observations in a generalised manner made at different plants with different AFR/TSR percentage which could be useful for other plants for their future road map on maximising TSR percentage.

About the author:
Shreesh Khadilkar, Consultant and Advisor brings over 37 years of experience in cement manufacturing, having held leadership roles in R&D and product development at ACC Ltd. With deep expertise in innovative cement concepts, he is dedicated to sharing his knowledge and improving the performance of cement plants globally.

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Adani Cement to Deploy World’s First Commercial RDH System

Adani Cement and Coolbrook partner to pilot RDH tech for low-carbon cement.

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Adani Cement and Coolbrook have announced a landmark agreement to install the world’s first commercial RotoDynamic Heater (RDH) system at Adani’s Boyareddypalli Integrated Cement Plant in Andhra Pradesh. The initiative aims to sharply reduce carbon emissions associated with cement production.
This marks the first industrial-scale deployment of Coolbrook’s RDH technology, which will decarbonise the calcination phase — the most fossil fuel-intensive stage of cement manufacturing. The RDH system will generate clean, electrified heat to dry and improve the efficiency of alternative fuels, reducing dependence on conventional fossil sources.
According to Adani, the installation is expected to eliminate around 60,000 tonnes of carbon emissions annually, with the potential to scale up tenfold as the technology is expanded. The system will be powered entirely by renewable energy sourced from Adani Cement’s own portfolio, demonstrating the feasibility of producing industrial heat without emissions and strengthening India’s position as a hub for clean cement technologies.
The partnership also includes a roadmap to deploy RotoDynamic Technology across additional Adani Cement sites, with at least five more projects planned over the next two years. The first-generation RDH will provide hot gases at approximately 1000°C, enabling more efficient use of alternative fuels.
Adani Cement’s wider sustainability strategy targets raising the share of alternative fuels and resources to 30 per cent and increasing green power use to 60 per cent by FY28. The RDH deployment supports the company’s Science Based Targets initiative (SBTi)-validated commitment to achieve net-zero emissions by 2050.  

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Birla Corporation Q2 EBITDA Surges 71%, Net Profit at Rs 90 Crore

Stronger margins and premium cement sales boost quarterly performance.

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Birla Corporation Limited reported a consolidated EBITDA of Rs 3320 million for the September quarter of FY26, a 71 per cent increase over the same period last year, driven by improved profitability in both its Cement and Jute divisions. The company posted a consolidated net profit of Rs 900 million, reversing a loss of Rs 250 million in the corresponding quarter last year.
Consolidated revenue stood at Rs 22330 million, marking a 13 per cent year-on-year growth as cement sales volumes rose 7 per cent to 4.2 million tonnes. Despite subdued cement demand, weak pricing, and rainfall disruptions, Birla Jute Mills staged a turnaround during the quarter.
Premium cement continued to drive performance, accounting for 60 per cent of total trade sales. The flagship brand Perfect Plus recorded 20 per cent growth, while Unique Plus rose 28 per cent year-on-year. Sales through the trade channel reached 79 per cent, up from 71 per cent a year earlier, while blended cement sales grew 14 per cent, forming 89 per cent of total cement sales. Madhya Pradesh and Rajasthan remained key growth markets with 7–11 per cent volume gains.
EBITDA per tonne improved 54 per cent to Rs 712, with operating margins expanding to 14.7 per cent from 9.8 per cent last year, supported by efficiency gains and cost reduction measures.
Sandip Ghose, Managing Director and CEO, said, “The Company was able to overcome headwinds from multiple directions to deliver a resilient performance, which boosts confidence in the robustness of our strategies.”
The company expects cement demand to strengthen in the December quarter, supported by government infrastructure spending and rural housing demand. Growth is anticipated mainly from northern and western India, while southern and eastern regions are expected to face continued supply pressures.

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Ambuja Cements Delivers Strong Q2 FY26 Performance Driven by R&D and Efficiency

Company raises FY28 capacity target to 155 MTPA with focus on cost optimisation and AI integration

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Ambuja Cements, part of the diversified Adani Portfolio and the world’s ninth-largest building materials solutions company, has reported a robust performance for Q2 FY26. The company’s strong results were driven by market share gains, R&D-led premium cement products, and continued efficiency improvements.
Vinod Bahety, Whole-Time Director and CEO, Ambuja Cements, said, “This quarter has been noteworthy for the cement industry. Despite headwinds from prolonged monsoons, the sector stands to benefit from several favourable developments, including GST 2.0 reforms, the Carbon Credit Trading Scheme (CCTS), and the withdrawal of coal cess. Our capacity expansion is well timed to capitalise on this positive momentum.”
Ambuja has increased its FY28 capacity target by 15 MTPA — from 140 MTPA to 155 MTPA — through debottlenecking initiatives that will come at a lower capital expenditure of USD 48 per metric tonne. The company also plans to enhance utilisation of its existing 107 MTPA capacity by 3 per cent through logistics infrastructure improvements.
To strengthen its product mix, Ambuja will install 13 blenders across its plants over the next 12 months to optimise production and increase the share of premium cement, improving realisations. These operational enhancements have already contributed to a 5 per cent reduction in cost of sales year-on-year, resulting in an EBITDA of Rs 1,060 per metric tonne and a PMT EBITDA of approximately Rs 1,189.
Looking ahead, the company remains optimistic about achieving double-digit revenue growth and maintaining four-digit PMT EBITDA through FY26. Ambuja aims to reduce total cost to Rs 4,000 per metric tonne by the end of FY26 and further by 5 per cent annually to reach Rs 3,650 per metric tonne by FY28.
Bahety added, “Our Cement Intelligent Network Operations Centre (CiNOC) will bring a paradigm shift to our business operations. Artificial Intelligence will run deep within our enterprise, driving efficiency, productivity, and enhanced stakeholder engagement across the value chain.”

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