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    Synthesis And Characterization Of Hydroxyapatite (Ha) And Silicon Substituted Hydroxyapatite (Si-Ha) Produced By A Precipitation Method [Tn1997]

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    Pemendakan adalah suatu kaedah yang berjaya untuk menghasilkan hidroksiapatit (HA) dan hidroksiapatit ditukarganti silikon (Si-HA) berketulenan tinggi pada suhu rendah. The precipitation method is a successful route to synthesize high purity hydroxyapatite (HA) and silicon-substituted hydroxyapatite (Si-HA) at low temperatures. In this research, calcium hydroxide (Ca(OH)2) and phosphoric acid (H3PO4) were chosen as starting materials to synthesize HA

    ์ฒจ๊ฐ€์ œ๋ฅผ ํ™œ์šฉํ•œ ์ธ๋ถ„์˜ ์ง€๋ ์ด๋ถ„ํ‡ด๋น„ํ™” ๊ฐœ์„ ๋ฐฉ์•ˆ

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    ํ•™์œ„๋…ผ๋ฌธ (์„์‚ฌ) -- ์„œ์šธ๋Œ€ํ•™๊ต ๋Œ€ํ•™์› : ๊ณต๊ณผ๋Œ€ํ•™ ๊ฑด์„คํ™˜๊ฒฝ๊ณตํ•™๋ถ€, 2020. 8. Mooyoung Han.์†Œ๋ณ€๋ถ„๋ฆฌ๊ฑด์กฐํ™”์žฅ์‹ค(Urine-diverting dry toilets)์€ ์‚ฌ๋žŒ์˜ ๋ฐฐ์„ค๋ฌผ๊ด€๋ฆฌ๋ฅผ ์œ„ํ•œ ์ง€์†๊ฐ€๋Šฅํ•œ ์œ„์ƒ์‹œ์Šคํ…œ ์ค‘ ํ•˜๋‚˜์ด๋‹ค. UDDT์—์„œ๋Š” ๋Œ€๋ณ€๊ณผ ์†Œ๋ณ€์„ ๋”ฐ๋กœ ๋ถ„๋ฆฌํ•˜์—ฌ ์ฒ˜๋ฆฌํ•œ๋‹ค. ํ˜„์žฌ, UDDTs๋Š” ๋ƒ„์ƒˆ ์กฐ์ ˆ, ๋Œ€์†Œ๋ณ€์ฒ˜๋ฆฌ, ์˜์–‘์†Œ ์†์‹ค๊ณผ ๊ด€๋ จ๋œ ์—ฌ๋Ÿฌ ๋ฌธ์ œ์— ์ง๋ฉดํ•ด ์žˆ๋‹ค. ๊ทธ์ค‘ ๋Œ€๋ณ€์ฒ˜๋ฆฌ๋Š” ์šฐ์„ ๊ด€์‹ฌ์‚ฌ๊ฐ€ ๋˜๊ณ  ์žˆ๋‹ค. ์ธ๋ถ„์—๋Š” ์‹๋ฌผ์„ฑ์žฅ์— ์œ ์šฉํ•œ ์˜์–‘์„ฑ๋ถ„์ด ๋งŽ์ด ํฌํ•จ๋˜์–ด ์žˆ๊ธฐ ๋•Œ๋ฌธ์— ์ฒœ์—ฐ๋น„๋ฃŒ๋กœ๋„ ์•Œ๋ ค์ ธ ์žˆ๋‹ค. ๋†’์€ ์˜์–‘์„ฑ๋ถ„์ด์™ธ์—๋„ ๋‹ค๋Ÿ‰์˜ ๋ณ‘์›๊ท ๋“ค์ด ์žˆ๊ธฐ ๋•Œ๋ฌธ์— ์ด์— ๋…ธ์ถœ๋˜๋ฉด ์งˆ๋ณ‘์˜ ์›์ธ์ด ๋œ๋‹ค. ๋”ฐ๋ผ์„œ ์ธ๋ถ„์„ ํ† ์–‘์— ๋น„๋ฃŒ๋กœ ์‚ฌ์šฉํ•˜๊ธฐ ์œ„ํ•ด์„  ์„ธ๊ณ„๋ณด๊ฑด๊ธฐ๊ตฌ (WHO) 2006๋…„ ๊ฐ€์ด๋“œ๋ผ์ธ์— ๋ช…์‹œ๋œ ๋Œ€์žฅ๊ท ์˜ ์ตœ๋Œ€ ํ—ˆ์šฉ์น˜ (< 3 log10 cfu/g ๊ฑด๋Ÿ‰)์„ ์ถฉ์กฑํ•˜์—ฌ ์ฒ˜๋ฆฌํ•ด์•ผ ํ•œ๋‹ค. ์œ ๊ธฐํ๊ธฐ๋ฌผ์„ ๋ถ„ํ•ดํ•˜๋Š” ์ง€์†๊ฐ€๋Šฅํ•œ ๋ฐฉ๋ฒ•์œผ๋กœ๋Š” ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™”๊ฐ€ ์žˆ๋‹ค. ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™”๋Š” ์ง€๋ ์ด๋ฅผ ์‚ฌ์šฉํ•˜์—ฌ ์œ ๊ธฐํ๊ธฐ๋ฌผ์˜ ์œ ๊ธฐ๋ฌผ์งˆ์„ ํ† ์–‘ ๊ฐœ๋Ÿ‰์ œ๋กœ ์ „ํ™˜์‹œํ‚ค๋Š” ๊ฒƒ์„ ์˜๋ฏธํ•œ๋‹ค. ๋งˆ์ฐฌ๊ฐ€์ง€๋กœ, ์ธ๋ถ„์—๋Š” ๋‹ค๋Ÿ‰์˜ ์œ ๊ธฐ๋ฌผ์งˆ์„ ํฌํ•จํ•˜๊ณ  ์žˆ๊ธฐ ๋•Œ๋ฌธ์— ์ด ๊ณต์ •์„ ์ ์šฉ์‹œํ‚ฌ ์ˆ˜ ์žˆ๋‹ค. ๊ทธ๋Ÿฌ๋‚˜ ํ‡ด๋น„ํ™” ์‹œ๊ฐ„(์ฒ˜๋ฆฌ ์‹œ๊ฐ„)์ด ๊ธธ๊ธฐ ๋•Œ๋ฌธ์— ๋Œ€๊ทœ๋ชจ๋กœ ์ธ๋ถ„์„ ๋ถ„ํ•ดํ•˜๋Š” ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™”๊ณต์ •์˜ ์ ์šฉ์— ๊ฑธ๋ฆผ๋Œ์ด ๋œ๋‹ค. ๋”ฐ๋ผ์„œ ๋ณธ ์—ฐ๊ตฌ์—์„œ ํ†ฑ๋ฐฅ์„ ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™” ๊ณต์ •์„ ๊ฐœ์„ ํ•˜๊ธฐ ์œ„ํ•ด ์ฒ˜๋ฆฌ ์‹œ๊ฐ„์„ ๋‹จ์ถ•ํ•˜๋Š” ์ด‰๋งค๋กœ ์‚ฌ์šฉํ•˜์˜€๋‹ค. ๋ณธ ์—ฐ๊ตฌ๋Š” (1) UDDT์—์„œ ๋ถ„๋ฆฌ๋˜๋Š” ์ธ๋ถ„์— ๋Œ€ํ•œ ์ฒ˜๋ฆฌ ๋ฐฉ๋ฒ•์œผ๋กœ์„œ ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™”์˜ ํƒ€๋‹น์„ฑ, (2) ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™”์— ๋Œ€ํ•œ ํ†ฑ๋ฐฅ์˜ ํšจ๊ณผ, (3) ํ†ฑ๋ฐฅ ์œ ๋ฌด์— ๋”ฐ๋ฅธ ์ธ๋ถ„์˜ ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™” ์ค‘ ์งˆ์†Œ ํ˜•ํƒœ์˜ ๋ณ€ํ™”, ๊ทธ๋ฆฌ๊ณ  (4) ํ†ฑ๋ฐฅ ์ฒจ๊ฐ€์˜ ์ ์ •๋Ÿ‰(optimization)์„ ํ‰๊ฐ€ํ•˜๊ธฐ ์œ„ํ•œ ๊ฒƒ์ด๋‹ค. ๋ชฉํ‘œ (1), (2) ๋ฐ (3)๋ฅผ ๋‹ฌ์„ฑํ•˜๊ธฐ ์œ„ํ•ด 4๊ฐ€์ง€ ๊ฐ๊ธฐ ๋‹ค๋ฅธ ์ง€๋ ์ด ์„œ์‹ ์ƒ์ž๋ฅผ ์„ค๊ณ„ํ•˜์˜€๋Š”๋ฐ, ์ด๋Š” ๋Œ€๋ณ€๋งŒ์„ ํฌํ•จํ•˜๋Š” ๋Œ€์กฐ ์„œ์‹์ƒ์ž(F), ํ†ฑ๋ฐฅ ์—†์ด ๋Œ€๋ณ€๊ณผ ์ง€๋ ์ด๋ฅผ ํฌํ•จํ•˜๋Š” ์„œ์‹์ƒ์ž(FV), ์ง€๋ ์ด ์—†์ด ๋Œ€๋ณ€๊ณผ ํ†ฑ๋ฐฅ์„ ํฌํ•จํ•˜๋Š” ์„œ์‹์ƒ์ž(FA), ๋Œ€๋ณ€, ํ†ฑ๋ฐฅ, ์ง€๋ ์ด๋ฅผ ํฌํ•จํ•˜๋Š” ์„œ์‹์ƒ์ž (FAV) ์ด๋‹ค. ๋ชฉํ‘œ(4)์„ ๋‹ฌ์„ฑํ•˜๊ธฐ ์œ„ํ•ด ๋Œ€๋ณ€ ๋Œ€ ํ†ฑ๋ฐฅ์˜ ์„ธ ๊ฐ€์ง€ ๋น„์œจ, ์ฆ‰ 1 : 0.5, 1 : 1, 1 : 2๊ฐ€ ๊ณ ๋ ค๋˜์—ˆ๋‹ค. pH๋Š” FA์™€ FAV์—์„œ ์ฒ˜์Œ 2์ฃผ ๋™์•ˆ ๊ธ‰๊ฒฉํžˆ ์ฆ๊ฐ€(์ตœ๋Œ€ 8.88 - 8.9)ํ•œ ํ›„ 105์ผ๊นŒ์ง€ ์„œ์„œํžˆ ๊ฐ์†ํ•˜์—ฌ pH๊ฐ€ 6.79 - 6.87 ๋ฒ”์œ„๋กœ ์œ ์ง€๋˜๋Š” ๊ฒƒ์ด ๊ด€์ฐฐ๋˜์—ˆ๋‹ค. ๋Œ€์กฐ์ ์œผ๋กœ, FV์—์„œ๋Š” pH์˜ ์ ์ง„์ ์ธ ๊ฐ์†Œ๋งŒ ๊ด€์ฐฐ๋˜์—ˆ๋‹ค(8 ~ 7.25). FAV์—์„œ ๊ฐ€์žฅ ์งง์€ ์ธ๋ถ„ ์ฒ˜๋ฆฌ ์‹œ๊ฐ„(90์ผ)์ด ๊ด€์ฐฐ๋์œผ๋ฉฐ 75์ผ ์ดํ›„ ํœ˜๋ฐœ์„ฑ ๊ณ ํ˜•๋ถ„(VS)์ด ์ „์ฒด ๊ณ ํ˜•๋ถ„(TS)์˜ ์•ฝ 45%๋กœ ์•ˆ์ •ํ™”๋๋‹ค. ๋˜ํ•œ ๋Œ€์žฅ๊ท  ๊ฐœ์ฒด์ˆ˜(2.73 log10 cfu/g๊ฑด์กฐ๋Ÿ‰)๋Š” 90์ผ ์ดํ›„ WHO ๊ฐ€์ด๋“œ๋ผ์ธ ๊ธฐ์ค€์„ ๋งŒ์กฑํ•˜์˜€๋‹ค. ์ง€๋ ์ด๊ฐ€ ์—†๋Š” ๋‹ค๋ฅธ ์„œ์‹์ƒ์ž๋Š” 105์ผ์˜ ์น˜๋ฃŒ ํ›„์—๋„ VS(TS์˜ 62.02~80.05%)์™€ ๋Œ€์žฅ๊ท ๊ตฐ(4.42~6.57 log10 cfu/g๊ฑด์ค‘๋Ÿ‰)์˜ ์ˆ˜์น˜๊ฐ€ ๋‹ค์†Œ ๋†’๊ฒŒ ์ธก์ •๋˜์—ˆ๋‹ค. ๊ทธ๋Ÿฌ๋‚˜ VS์™€ ๋Œ€์žฅ๊ท  ๊ฐœ์ฒด์ˆ˜๊ฐ€ ๊ฐ์†Œํ–ˆ์Œ์—๋„ ๋ถˆ๊ตฌํ•˜๊ณ , ์ธ๋ถ„์˜ ๋Œ€๋ณ€์„ ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™” ๊ณผ์ •์—์„œ ์ƒ๋‹นํ•œ ์งˆ์†Œ ์†์‹ค์ด ๊ด€์ฐฐ๋˜์—ˆ๋‹ค. ์ด ์šฉ์กด ์งˆ์†Œ(TDN) ์†์‹ค์€ FAV์—์„œ 45์ผ ํ›„ ์•ฝ 85%์ธ ๋ฐ˜๋ฉด, FV์—์„œ๋Š” 105์ผ ํ›„ TDN์˜ 44%๊ฐ€ ์†์‹ค๋˜์—ˆ๋‹ค. ๋˜ํ•œ, ์งˆ์†Œ ํ˜•ํƒœ๋Š” ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™” ๊ณผ์ •์—์„œ ์•”๋ชจ๋Š„์ด ์•”๋ชจ๋‹ˆ์•„, ์งˆ์‚ฐ์—ผ, ์งˆ์†Œ ๊ฐ€์Šค ์ˆœ์˜ ํ˜•ํƒœ๋กœ ๋ฐ”๋€Œ์—ˆ์œผ๋ฉฐ, ์ด๋Š” NH4+/NO3-์˜ ๋ณ€ํ™”๋กœ ๋‚˜ํƒ€๋‚ผ ์ˆ˜ ์žˆ๋‹ค. FAV์—์„œ ์ตœ์ข… ์ƒ์‚ฐ๋ฌผ์˜ NH4+/NO3-๋น„์œจ์€ 75์ผ ์ดํ›„ 0.22~0.02 ๋ฒ”์œ„์ธ ๊ฒƒ์œผ๋กœ ๊ด€์ฐฐ๋˜์—ˆ๊ณ , FV์—์„œ๋Š” ํ‡ด๋น„ํ™” 105์ผ ํ›„ 8.75์˜€๋‹ค. ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™”์—์„œ ๋Œ€๋ณ€ ๋Œ€ ํ†ฑ๋ฐฅ ๋น„์œจ(1:0.5, 1:1, 1:2)์„ ์ตœ์ ํ™”ํ•œ ๊ฒฐ๊ณผ ํœ˜๋ฐœ์„ฑ ๊ณ ํ˜•๋ถ„(VS)๊ณผ ๋Œ€์žฅ๊ท ๊ตฐ ๊ฐ์†Œ๊ฐ€ ํ†ฑ๋ฐฅ ํ•จ๋Ÿ‰๊ณผ๋Š” ๋ฌด๊ด€ํ•œ ๊ฒƒ์œผ๋กœ ๋‚˜ํƒ€๋‚ฌ๋‹ค. VS ๊ฐ์†Œ๋Ÿ‰์€ ์•ฝ 41.56 โ€“ 45.57%์˜€์œผ๋ฉฐ ๋Œ€์žฅ๊ท  ๊ฐ์†Œ๋Ÿ‰์€ 4.1 log โ€“ 4.5 log์—์„œ ๋ชจ๋“  ๋น„์œจ์„ ๊ณ ๋ คํ–ˆ๋‹ค. ๋งˆ์ฐฌ๊ฐ€์ง€๋กœ, ๋ชจ๋“  ๊ณ ๋ ค ๋น„์œจ(52% โ€“ 71%)์—์„œ ๋ฐ”์ด์˜ค๋งค์Šค ์ฆ๊ฐ€์˜ ์œ ์˜๋ฏธํ•œ ์ฐจ์ด๋Š” ๊ด€์ฐฐ๋˜์ง€ ์•Š์•˜๋‹ค. ๋”ฐ๋ผ์„œ ์ธ์ฒด ๋Œ€๋ณ€์˜ ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™”์— ๋Œ€๋ณ€๊ณผ ํ†ฑ๋ฐฅ์˜ ๋น„์œจ(1:0.5)์„ ๊ถŒ์žฅํ•˜์—ฌ ํ‡ด๋น„ํ™”๋ฅผ ์œ„ํ•œ ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™” ์„œ์‹์ƒ์ž์˜ ๋ถ€ํ”ผ๋ฅผ ์ตœ์†Œํ™”ํ•  ์ˆ˜ ์žˆ์—ˆ๋‹ค. ๊ฒฐ๋ก ์ ์œผ๋กœ, ์ด ์—ฐ๊ตฌ๋ฅผ ํ†ตํ•ด ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™”๊ฐ€ ๋ถ„๋ฆฌ๋œ ์ธ๋ถ„์„ ์ฒ˜๋ฆฌํ•˜๋Š” ๋” ๋‚˜์€ ๋Œ€์•ˆ์œผ๋กœ ์ œ์•ˆํ•˜๋Š” ๋ฐ”์ด๋‹ค. ๋˜ํ•œ ์„œ์‹์ƒ์ž์˜ ์ฒ˜๋ฆฌ ์‹œ๊ฐ„๊ณผ ๋ถ€ํ”ผ๋ฅผ ์ค„์ด๊ธฐ ์œ„ํ•ด ์ธ๋ถ„์˜ ์ง€๋ ์ด๋ถ„ ํ‡ด๋น„ํ™”์— ํ†ฑ๋ฐฅ์„ ์ฒจ๊ฐ€ํ•˜๋Š” ๊ฒƒ์ด ๊ถŒ์žฅ๋  ์ˆ˜ ์žˆ๋‹ค.Urine-diverting dry toilets (UDDTs) is one of the sustainable sanitation systems for human excreta management. In UDDTs, feces and urine are collected and treated separately. Currently, UDDTs are facing many problems relating to odor control, feces and urine treatment, and nutrient loss. Among these problems, feces treatment could be highlighted as the primary concern. Human feces are considered as natural fertilizer due to the large quantity of nutrients contained within feces which is useful for plants growth. Besides the high nutrient levels, high levels of pathogens were also observed in feces, which can cause diseases if exposed. Thus, before the application of human feces to soil as a fertilizer, it has to be treated to meet the maximum allowable limit of E. coli stipulated in the guideline of WHO, 2006 (< 3 log10 cfu/g dry weight). One sustainable method of decomposing organic wastes is vermicomposting. Vermicomposting could be defined as the use of earthworms and microorganisms in converting organic matter in organic wastes to soil conditioner. Similarly, since human feces contain a substantial amount of organic matter, this process could be applied to human feces. However, higher composting time (treatment time) has created a barrier in the adaptation of vermicomposting process for decomposition of human feces in large scale. Thus, in this study, sawdust was considered as a catalyst to reduce the treatment time to improve the vermicomposting process. This study was aimed at evaluating (1) the feasibility of vermicomposting as a treatment method for source-separated human feces from UDDTs, (2) the effect of sawdust on vermicomposting of the feces to reduce treatment time, (3) observation of the changes in nitrogen forms during vermicomposting of human feces with and without sawdust, and (4) optimizing the addition of sawdust in the process. To achieve the target (1), (2) and (3), four reactors consisting bedding material were designed; blank (F) containing the feces only, one containing the feces and earthworm without sawdust (FV), one containing feces and sawdust without earthworm (FA), and another containing feces, sawdust and earthworm (FAV). Three ratios of feces to sawdust; 1 : 0.5, 1 : 1, and 1 : 2 were considered in reaching target (4). pH was observed to increase rapidly (up to 8.88 - 8.9) in first two weeks in FA and FAV, then decease slowly until 105th day until pH was in the range of 6.79 - 6.87. Contrastingly, only a marginal reduction of pH was observed (from 8 to 7.25) in FV. The shortest treatment time of human feces in was observed in FAV (90 days), with volatile solids (VS) stabilized around 45% of total solids (TS) after 75th day. Further, E. coli population (2.73 log10 cfu/g dry weight) was below the WHO guideline after 90th day. Other reactors without earthworms showed higher amount of VS (62.02 โ€“ 80.05 % of TS) and E. coli population (4.42 โ€“ 6.57 log10 cfu/g dry weight) even after 105 days of treatment. However, despite the reduction of VS and E. coli population, a significant nitrogen loss was observed during vermicomposting of human feces. Total dissolved nitrogen (TDN) loss was about 85% after 45 days in FAV, while, 44% of TDN was lost after 105th day in FV. In addition, nitrogen forms have changed from ammonium to ammonia, nitrate and nitrogen gas form during vermicomposting which is indicated by the changes in NH4+/NO3-. The NH4+/NO3- ratio in final product in FAV was observed to be in the range of 0.22 โ€“ 0.02 after 75 days while, the ratio in FV was 8.75 after 105 days of treatment. The optimization of feces to sawdust ratio (1:0.5, 1:1 and 1:2) in vermicomposting showed that the reduction of volatile solids (VS) and E. coli population are independent from the sawdust content. VS reduction was about 41.56 โ€“ 45.57 % and E. coli reduction ranged from 4.1 log โ€“ 4.5 log under all ratios considered. Similarly, no significant difference in the increase of biomass was observed in all ratios considered (52% โ€“ 71%). Thus, the ratio (1:0.5) of feces and sawdust could be recommended in vermicomposting of human feces to minimize volume of vermicomposting reactor for the treatment. Overall, the results of this study suggest that vermicomposting is a better alternative for treating source-separated human feces. Addition of sawdust to human feces can be recommended in vermicomposting of human feces to reduce the treatment time and volume of reactor.CHAPTER 1. INTRODUCTION 1 1.1 Current global sanitation situation 1 1.2 Urine-diverting dry toilets (UDDTs) 3 1.3 Treatment objectives of human feces 4 1.4 Current challenges of human feces treatment 5 1.5 Vermicomposting as a sustainable technology for treatment of source-separated human feces 7 1.5.1 What is vermicomposting? 7 1.5.2 Human feces 8 1.5.3 Earthworm 9 1.5.4 Additives (bulking agent) 12 1.5.5 Microorganisms 13 1.5.6 Bedding material 14 1.5.7. Reactor 14 1.5.8 Product 15 1.6 Review of research issues 15 1.7 Objective of the study 16 1.8 Dissertation structure 17 Reference 19 CHAPTER 2. INVESTIGATE THE EFFECT OF VERMICOMPOSTING FOR HUMAN FECES TREATMENT 25 2.1 Objectives 25 2.2 Material and methods 25 2.2.1 Raw substrates, earthworm, sawdust and bedding material 25 2.2.2. Reactors 27 2.2.3 Experimental setup 28 2.2.4 Physico-chemical analysis 29 2.2.5 E. coli analysis 30 2.2.6 Statistical analysis 30 2.3 Results and discussion 31 2.3.1 pH variation during vermicomposting 31 2.3.2 Evaluation of the effect of vermicomposting of human feces to reduce treatment time 32 2.3.3 Evaluation of the changes of nitrogen forms during vermicomposting of human feces 35 2.4 Summary 38 References 39 CHAPTER 3. INVESTIGATE THE EFFECT OF SAWDUST ON HUMAN FECES TREATMENT BY VERMICOMPOSTING 44 3.1 Objectives 44 3.2 Material and methods 44 3.2.1 Experimental setup 44 3.3 Results and discussion 45 3.3.1 pH variation during vermicomposting 45 3.3.2. Evaluation of the effect of adding sawdust on vermicomposting of human feces to reduce treatment time 46 3.3.3 Evaluation of the impact of adding sawdust on the changes of nitrogen forms during vermicomposting of human feces 49 3.4 Summary 52 References 53 CHAPTER 4. THE OPTIMIZATION MIXING RATIO OF HUMAN FECES WITH SAWDUST IN VERMICOMPOSTING PROCESS 57 4.1 Objectives 57 4.2 Experiment setup 57 4.3 Physical analysis 58 4.4 E. coli analysis 58 4.5 Biomass analysis 58 4.6 Results and discussion 59 4.6.1 The effect of different ratio on treatment time of vermicomposting 59 4.6.2 The effect of different ratio on biomass and amount of earthworm 61 4.7 Summary 63 References 64 CHAPTER 5. CONCLUSIONS AND RECOMMENDATIONS 66 5.1 Conclusions 66 5.2 Recommendation for further study 69 5.2.1 Larger-scale experiments 69 5.2.2 Size of organic additives 70 5.2.3 Microbial additives 70 5.2.4 Earthworm density and growth rates 70 5.2.5 Carbon to nitrogen (C/N) ratio 70 5.2.6 Vermicompost quality 71 5.2.7 Continuous-flow vermicomposting 71Maste

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    In a graph, a (perfect) matching cut is an edge cut that is a (perfect) matching. Matching Cut (MC), respectively, Perfect Matching Cut (PMC), is the problem of deciding whether a given graph has a matching cut, respectively, a perfect matching cut. The Disconnected Perfect Matching problem (DPM) is to decide if a graph has a perfect matching that contains a matching cut. Solving an open problem recently posed in [Lucke, Paulusma, Ries (ISAAC 2022), and Feghali, Lucke, Paulusma, Ries (arXiv:2212.12317)], we show that PMC is NP-complete in graphs without induced 14-vertex path P14P_{14}. Our reduction also works simultaneously for MC and DPM, improving the previous hardness results of MC on P19P_{19}-free graphs and of DPM on P23P_{23}-free graphs to P14P_{14}-free graphs for both problems. Actually, we prove a slightly stronger result: within P14P_{14}-free graphs, it is hard to distinguish between (i) those without matching cuts and those in which every matching cut is a perfect matching cut, (ii) those without perfect matching cuts and those in which every matching cut is a perfect matching cut, and (iii) those without disconnected perfect matchings and those in which every matching cut is a perfect matching cut. Moreover, assuming the Exponential Time Hypothesis, none of these problems can be solved in time 2o(n)2^{o(n)} for nn-vertex P14P_{14}-free input graphs. We also consider the problems in graphs without long induced cycles. It is known that MC is polynomially solvable in graphs without induced cycles of length at least 5 [Moshi (JGT 1989)]. We point out that the same holds for DPM.Comment: To appear in the proceedings of WG 202
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