JPS6334795B2 - - Google Patents
Info
- Publication number
- JPS6334795B2 JPS6334795B2 JP10431182A JP10431182A JPS6334795B2 JP S6334795 B2 JPS6334795 B2 JP S6334795B2 JP 10431182 A JP10431182 A JP 10431182A JP 10431182 A JP10431182 A JP 10431182A JP S6334795 B2 JPS6334795 B2 JP S6334795B2
- Authority
- JP
- Japan
- Prior art keywords
- ammonium water
- ammonia
- steam
- distiller
- ammonium
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 claims description 86
- 229910021529 ammonia Inorganic materials 0.000 claims description 27
- 239000002270 dispersing agent Substances 0.000 claims description 20
- 238000000034 method Methods 0.000 claims description 15
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 claims description 12
- 239000000920 calcium hydroxide Substances 0.000 claims description 12
- 229910001861 calcium hydroxide Inorganic materials 0.000 claims description 12
- 235000011116 calcium hydroxide Nutrition 0.000 claims description 12
- 238000007664 blowing Methods 0.000 claims 1
- 239000010802 sludge Substances 0.000 description 11
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical group [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 6
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 4
- 229920000642 polymer Polymers 0.000 description 4
- 238000010521 absorption reaction Methods 0.000 description 3
- 239000007864 aqueous solution Substances 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 239000003245 coal Substances 0.000 description 3
- 239000000571 coke Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 239000011550 stock solution Substances 0.000 description 3
- NLXLAEXVIDQMFP-UHFFFAOYSA-N Ammonia chloride Chemical compound [NH4+].[Cl-] NLXLAEXVIDQMFP-UHFFFAOYSA-N 0.000 description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-O Ammonium Chemical compound [NH4+] QGZKDVFQNNGYKY-UHFFFAOYSA-O 0.000 description 2
- 239000003513 alkali Substances 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000008021 deposition Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000005764 inhibitory process Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000001179 sorption measurement Methods 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- ABLZXFCXXLZCGV-UHFFFAOYSA-N Phosphorous acid Chemical compound OP(O)=O ABLZXFCXXLZCGV-UHFFFAOYSA-N 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 235000019270 ammonium chloride Nutrition 0.000 description 1
- TWJVNKMWXNTSAP-UHFFFAOYSA-N azanium;hydroxide;hydrochloride Chemical compound [NH4+].O.[Cl-] TWJVNKMWXNTSAP-UHFFFAOYSA-N 0.000 description 1
- 238000003763 carbonization Methods 0.000 description 1
- 238000010000 carbonizing Methods 0.000 description 1
- 239000007795 chemical reaction product Substances 0.000 description 1
- 239000003034 coal gas Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 239000003112 inhibitor Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 231100000956 nontoxicity Toxicity 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000011045 prefiltration Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000000376 reactant Substances 0.000 description 1
- 238000001577 simple distillation Methods 0.000 description 1
- 238000009628 steelmaking Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Physical Water Treatments (AREA)
- Removal Of Specific Substances (AREA)
Description
本発明は、コークス炉で発生する安水中のアン
モニアを除去する方法に関する。
石炭を乾留して製鉄用コークスを製造する過程
において、石炭中の水分、湿分および分解水が留
出して、いわゆる安水が生成される。この安水
は、石炭乾留時に生成される石炭ガスの冷却、洗
浄用として循環使用されるとともに余剰に発生し
た安水は、活性汚泥処理、凝集沈殿処理、活性炭
吸着処理を経て工場外に排出されている。この活
性汚泥処理は、アンモニア濃度が高いと処理効率
が低下することが知られている。このため従来
は、安水を5〜6倍に希釈して活性汚泥処理して
いるがこの場合処理に用いる曝気槽、沈殿槽など
が大型化し、しかも凝集沈殿処理、活性炭吸着処
理における建設費、運転費がともに著しく高くな
る。
従つて近時活性汚泥処理の前処理として、安水
中に存在する遊離アンモニア(NH4OH)及び固
定アンモニア(NH4Cl)等を除去する方法がお
こなわれている。この方法において、固定アンモ
ニアの除去は、安水中にアルカリを添加して固定
アンモニアを遊離アンモニアに変え、しかる後こ
の遊離アンモニアをスチームにより駆出すること
によりなされる。添加するアルカリとしては、
NaOH,Ca(OH)2(消石灰)があるが、NaOH
は、高価であるため、一般にはCa(OH)2が使用
されている。しかしCa(OH)2を使用すると、温
度変化による析出や不純物によるスケーリングが
発生し、1〜2ケ月ごとに清掃しなければなら
ず、その作業に手間がかかり、又清掃期間中は活
性汚泥処理に悪影響を及ぼす問題がある。これを
防止するため従来は、予備の装置を設けるか、あ
るいは遊離アンモニアのみを除去する単蒸留を行
なつているが、このようにすると効率が悪くスチ
ーム消費量が約230Kg/m3安水と多くなる欠点が
ある。
本発明者は、スチーム使用量を大幅に低減する
方法としてサーモコンプレツサを使用する方法を
考えたが、この方法においてもサーモコンプレツ
サの減圧槽や蒸留器が閉塞する問題がある。
本発明は、上記事情に鑑みてなされたもので、
その目的とするところは、消石灰を添加した安水
を蒸留器、サーモコンプレツサに入れる前に安水
にスケール分散剤を添加して、消石灰による閉塞
を防止し、もつて効率よく安水中のアンモニアを
除去することができる安水中アンモニアの除去方
法を得んとするものである。
すなわち本発明は、安水中の固定アンモニアを
消石灰で分解して遊離アンモニアとした後該安水
にスケール分散剤を添加し、ついでこれを蒸留器
及びサーモコンプレツサーに順に入れ、蒸留器内
にスチーム及びサーモコンプレツサー内の蒸気を
吸込んで遊離アンモニアを除去することを特徴と
する安水中アンモニアの除去方法である。
以下本発明を図面を参照して説明する。
図は安水中アンモニアの除去方法の一例を示す
系統図である。この方法は、コークス炉で発生
し、安水タンク1に貯溜している安水21をプレ
フイルター3、熱交換器4,5を経て第1蒸留器
6に導入する。第1蒸留器6では、スチーム7に
より安水中の遊離アンモニア8を除去する。アン
モニアを除去した安水22は、上記熱交換器5を
経て反応槽9に入り、ここで消石灰(Ca(OH)2)
10が添加される。この消石灰10は、安水中の
固定アンモニア(NH4Cl,NH4SCN等)を分解
して遊離アンモニアとする。
消石灰10の添加量は、通常安水221m3
(NH4 +1500ppm)に対し3000〜4000g/m3程度
とする。
次いで反応槽9内の安水23をシツクナ11に
入れて、消石灰との反応物を沈殿除去した後、原
液槽12に導入する。この原液槽12では、スケ
ール分散剤13を添加して、反応物が案内に付着
し、閉塞をおこすのを防止する。スケール分散剤
13には、ホスフオン酸系及びポリマー系のもの
があり、その添加量は安水1m3当り5〜10ppm程
度とする。この場合、ポリマー系のものは、添加
量が少なくても効果があり、好適である。このス
ケール分散剤13は、活性汚泥バクテリアに対す
る毒性は全くない。
次いでスケール分散剤13を添加した安水24
を第2蒸留器14に導入する。第2蒸留器14で
はスチーム151により安水中の遊離アンモニウ
ムを除去する。遊離アンモニウムは上記第1蒸留
器6にスチーム7として導入される。また遊離ア
ンモニアを除去した安水25は、サーモコンプレ
ツサ16に入り、更に上記熱交換器4を経て活性
汚泥処理される。このサーモコンプレツサー16
は、第2蒸留器14に導入するスチーム151の
流入量を増量させるもので、スチーム152をエ
ジエクタ17に通してサーモコンプレツサー16
内の蒸気を吸引し、もつて第2蒸留器14内への
スチーム量(スチーム151)を増加させる。こ
のことにより使用スチーム量(スチーム152)
を約103Kg/m3と少なくし、省エネルギーを図る
ものである。
次に本発明の実施例につき説明する。
実験例 1
スケール分散剤が生物処理の阻害因子となるか
否かを活性汚泥の酸素吸収速度を測定して検討し
た。
すなわちスケール分散剤としてポリマー系分散
剤(クリフロートD―501,商品名)を用い、こ
れを本発明方法にもとづき所定量安水に添加し
た。この安水をBOD源とし、この安水で馴致さ
れている汚泥(24〜25℃)につき酸素吸収速度を
DOメーターにより測定した。その結果を第1表
に示す。
また比較のためスケール分散剤を添加しないも
のについてもその結果を同表に示す。なお測定時
のBODは300ppmである。
The present invention relates to a method for removing ammonia from ammonium water generated in a coke oven. In the process of carbonizing coal to produce coke for steelmaking, moisture, moisture, and decomposed water in the coal are distilled out, producing so-called ammonium water. This ammonium water is recycled to cool and clean the coal gas produced during coal carbonization, and excess ammonium water is discharged outside the factory after undergoing activated sludge treatment, coagulation sedimentation treatment, and activated carbon adsorption treatment. ing. It is known that the treatment efficiency of this activated sludge treatment decreases when the ammonia concentration is high. For this reason, in the past, ammonium water was diluted 5 to 6 times for activated sludge treatment, but in this case, the aeration tank, sedimentation tank, etc. used for treatment became larger, and the construction costs for coagulation sedimentation treatment and activated carbon adsorption treatment increased. Both operating costs will be significantly higher. Therefore, as a pretreatment for activated sludge treatment, methods have recently been used to remove free ammonia (NH 4 OH), fixed ammonia (NH 4 Cl), etc. present in aqueous aqueous solution. In this method, fixed ammonia is removed by adding an alkali to the aqueous solution to convert the fixed ammonia into free ammonia, and then driving off the free ammonia with steam. The alkali to be added is
There is NaOH, Ca(OH) 2 (slaked lime), but NaOH
Since Ca(OH)2 is expensive, Ca(OH) 2 is generally used. However, when Ca(OH) 2 is used, precipitation due to temperature changes and scaling due to impurities occur, and cleaning must be performed every 1 to 2 months, which is time-consuming and requires activated sludge treatment during the cleaning period. There are problems that have a negative impact on To prevent this, conventional methods have been to install a backup device or to perform simple distillation that removes only free ammonia, but this method is inefficient and reduces steam consumption to about 230 kg/m 3 ammonium chloride. There are many drawbacks. The present inventor considered a method of using a thermo-compressor as a method of significantly reducing the amount of steam used, but this method also has the problem of clogging of the pressure reducing tank and distiller of the thermo-compressor. The present invention was made in view of the above circumstances, and
The purpose of this is to add a scale dispersant to the ammonium water before putting it into the distiller or thermo compressor to prevent blockage caused by slaked lime, and to efficiently remove ammonia from the ammonium water. The purpose of the present invention is to obtain a method for removing ammonia in ammonium water that can remove ammonia. That is, in the present invention, fixed ammonia in ammonium water is decomposed with slaked lime to form free ammonia, and then a scale dispersant is added to the ammonium water, which is then sequentially introduced into a distiller and a thermocompressor. This method of removing ammonia in ammonium water is characterized by removing free ammonia by inhaling steam and steam in a thermocompressor. The present invention will be explained below with reference to the drawings. The figure is a system diagram showing an example of a method for removing ammonia in ammonium water. In this method, ammonium water 2 1 generated in a coke oven and stored in an ammonium water tank 1 is introduced into a first distiller 6 through a prefilter 3 and heat exchangers 4 and 5. In the first distiller 6, free ammonia 8 in the ammonium chloride water is removed by steam 7. Ammonium water 2 2 from which ammonia has been removed passes through the heat exchanger 5 and enters the reaction tank 9, where it is converted into slaked lime (Ca(OH) 2 ).
10 is added. This slaked lime 10 decomposes fixed ammonia (NH 4 Cl, NH 4 SCN, etc.) in aqueous solution into free ammonia. The amount of slaked lime added is usually 2 2 1 m 3 of ammonium water.
(NH 4 + 1500ppm) to about 3000 to 4000g/m 3 . Next, the ammonium water 2 3 in the reaction tank 9 is put into the tanker 11 to precipitate and remove the reaction product with the slaked lime, and then introduced into the stock solution tank 12. In this stock solution tank 12, a scale dispersant 13 is added to prevent reactants from adhering to the guide and causing blockage. The scale dispersant 13 includes phosphonic acid type and polymer type ones, and the amount added is about 5 to 10 ppm per 1 m 3 of ammonium water. In this case, polymer-based materials are preferable because they are effective even when added in small amounts. This scale dispersant 13 has no toxicity to activated sludge bacteria. Next, ammonium water 2 4 to which scale dispersant 13 was added
is introduced into the second distiller 14. In the second distiller 14, free ammonium in the ammonium water is removed by steam 151 . Free ammonium is introduced as steam 7 into the first distiller 6 . Furthermore, the ammonium water 25 from which free ammonia has been removed enters the thermocompressor 16, and further passes through the heat exchanger 4 and is treated with activated sludge. This thermo compressor 16
This is to increase the amount of steam 151 introduced into the second distiller 14, and the steam 152 is passed through the ejector 17 to the thermo compressor 16.
The amount of steam (steam 15 1 ) entering the second distiller 14 is increased. As a result, the amount of steam used (steam 15 2 )
The aim is to reduce energy consumption to approximately 103Kg/m 3 and save energy. Next, examples of the present invention will be described. Experimental Example 1 The oxygen absorption rate of activated sludge was measured to examine whether a scale dispersant would be an inhibitor of biological treatment. That is, a polymeric dispersant (Cryfloat D-501, trade name) was used as a scale dispersant, and a predetermined amount of this was added to ammonium water according to the method of the present invention. This ammonium water is used as a BOD source, and the oxygen absorption rate is determined for the sludge (24-25℃) that has been acclimated with this ammonium water.
Measured using a DO meter. The results are shown in Table 1. For comparison, the results are also shown in the same table for those in which no scale dispersant was added. The BOD at the time of measurement was 300 ppm.
【表】
上表からスケール分散剤を添加した場合と無添
加の場合とでその酸素吸収速度があまり変らず、
又通常スケール分散剤の添加は500ppm以下であ
ることからスケール分散剤の使用により活性汚泥
処理に対する影響はないことがわかる。
実施例 2
スケール分散剤によるスケール付着防止効果を
みるために次のような実験をおこなつた。
消石灰を添加した安水にポリマー系スケール分
散剤(クリフロートD・601)を10ppm添加して、
内径10mm、長さ100mmの短管内に4/minの流
量で流通して14日後における付着物重量、短管内
径、付着速度を測定した。また比較のために無添
加のものについても同様に付着物重量、短管内径
付着速度を測定した。更にこれら測定結果からス
ケール分散剤によるスケール付着抑制率を測定し
た。消石灰を添加した安水の組成を第2表に示す
とともに、測定結果を第3表に示す。
実施例 3
また上記ポリマー系スケール分散剤を20ppm添
加したものについても同様にしてスケール付着抑
制率を測定した。その結果を第2表、第3表に示
す。[Table] From the table above, the oxygen absorption rate does not change much between when a scale dispersant is added and when it is not added.
Furthermore, since the amount of scale dispersant added is usually 500 ppm or less, it can be seen that the use of scale dispersant has no effect on activated sludge treatment. Example 2 The following experiment was conducted to examine the scale adhesion prevention effect of a scale dispersant. Add 10 ppm of polymer scale dispersant (Cryfloat D 601) to ammonium water containing slaked lime.
The mixture was passed through a short tube with an inner diameter of 10 mm and a length of 100 mm at a flow rate of 4/min, and the weight of deposits, the inner diameter of the short tube, and the deposition rate were measured 14 days later. For comparison, the weight of deposits and the rate of deposition on the inner diameter of the short tube were measured in the same manner for the sample without additives. Furthermore, based on these measurement results, the scale adhesion inhibition rate by the scale dispersant was measured. The composition of ammonium water to which slaked lime was added is shown in Table 2, and the measurement results are shown in Table 3. Example 3 The scale adhesion inhibition rate was also measured in the same manner for a sample to which 20 ppm of the above polymer scale dispersant was added. The results are shown in Tables 2 and 3.
【表】【table】
【表】【table】
【表】
以上の結果から明らかなように本発明によれば
サーモコンプレツサを利用することによりスチー
ム使用量を大幅に低減できるとともに、スケール
分散剤の添加によりサーモコンプレツサ、蒸留器
が閉塞するのを防止してその機能を長期間維持で
き、安定した活性汚泥処理ができるとともに清掃
費が不要となるなど顕著な効果を奏する。[Table] As is clear from the above results, according to the present invention, the amount of steam used can be significantly reduced by using a thermo-compressor, and the addition of a scale dispersant can prevent clogging of the thermo-compressor and distiller. It has remarkable effects, such as preventing this and maintaining its function for a long period of time, allowing stable activated sludge treatment and eliminating the need for cleaning costs.
図面は本発明に係る安水中アンモニアの除去方
法の1例を示す系統図である。
1…安水タンク、21〜25…安水、6…第1蒸
留器、9…反応槽、10…消石灰、11…シツク
ナ、12…原液槽、13…スケール分散剤、14
…第2蒸留器、16…サーモコンプレツサ、17
…エジエクター。
The drawing is a system diagram showing an example of the method for removing ammonia in ammonium water according to the present invention. DESCRIPTION OF SYMBOLS 1... Ammonium water tank, 2 1 to 2 5 ... Ammonium water, 6... First distiller, 9... Reaction tank, 10... Slaked lime, 11... Chickener, 12... Stock solution tank, 13... Scale dispersant, 14
...Second distiller, 16...Thermo compressor, 17
...Egiector.
Claims (1)
遊離アンモニアとした後該安水にスケール分散剤
を添加し、ついでこれを蒸留器及びサーモコンプ
レツサーに順に入れ、蒸留器内にスチーム及びサ
ーモコンプレツサー内の蒸気を吹込んで遊離アン
モニアを除去することを特徴とする安水中アンモ
ニアの除去方法。1. After decomposing the fixed ammonia in the ammonium water with slaked lime to form free ammonia, add a scale dispersant to the ammonium water, then put it into a distiller and a thermo-compressor in order, and add steam and thermo-compressor to the distiller. A method for removing ammonia in ammonium water, which is characterized by removing free ammonia by blowing steam in a tsser.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10431182A JPS58219983A (en) | 1982-06-17 | 1982-06-17 | Removal of ammonia in ammonium sulfate solution |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10431182A JPS58219983A (en) | 1982-06-17 | 1982-06-17 | Removal of ammonia in ammonium sulfate solution |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58219983A JPS58219983A (en) | 1983-12-21 |
JPS6334795B2 true JPS6334795B2 (en) | 1988-07-12 |
Family
ID=14377375
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10431182A Granted JPS58219983A (en) | 1982-06-17 | 1982-06-17 | Removal of ammonia in ammonium sulfate solution |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58219983A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63128763U (en) * | 1987-02-17 | 1988-08-23 |
-
1982
- 1982-06-17 JP JP10431182A patent/JPS58219983A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS58219983A (en) | 1983-12-21 |
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