JPS6213078B2 - - Google Patents
Info
- Publication number
- JPS6213078B2 JPS6213078B2 JP54075926A JP7592679A JPS6213078B2 JP S6213078 B2 JPS6213078 B2 JP S6213078B2 JP 54075926 A JP54075926 A JP 54075926A JP 7592679 A JP7592679 A JP 7592679A JP S6213078 B2 JPS6213078 B2 JP S6213078B2
- Authority
- JP
- Japan
- Prior art keywords
- air
- treatment tank
- water
- filter
- evaporation treatment
- 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
- 238000001704 evaporation Methods 0.000 claims description 34
- 230000008020 evaporation Effects 0.000 claims description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 33
- 239000010865 sewage Substances 0.000 claims description 10
- 230000005068 transpiration Effects 0.000 claims 1
- 239000002351 wastewater Substances 0.000 description 7
- 239000007788 liquid Substances 0.000 description 5
- 238000010438 heat treatment Methods 0.000 description 3
- 239000010800 human waste Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000009264 composting Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 210000002700 urine Anatomy 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000002361 compost Substances 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002362 mulch Substances 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Description
【発明の詳細な説明】
本発明は浄化槽から送られる汚水を蒸発するた
めの蒸発散処理装置に関し、流入した汚水がたま
る蒸発処理槽1と、蒸発処理槽1に設けた吸気口
2及び排気口3と、蒸発処理槽1内に設けたフイ
ルター4と、フイルター4に蒸発処理槽1の底部
の汚水を給水する給水装置5と、吸気口2から吸
入してフイルター4に空気を送る送気フアン6と
よりなり、上記蒸発処理槽1内に平行な複数枚の
フイルター4を斜めに横切られるように配置し、
複数枚のフイルター4間の上部に給水装置5の散
水器32を配置し、複数枚のフイルター4の下側
のフイルター4に上記送気フアン6を対向させて
成ることを特徴とする蒸発散処理装置に係るもの
である。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an evapotranspiration treatment device for evaporating wastewater sent from a septic tank, and includes an evaporation treatment tank 1 in which inflowing sewage accumulates, an intake port 2 and an exhaust port provided in the evaporation treatment tank 1. 3, a filter 4 provided in the evaporation treatment tank 1, a water supply device 5 that supplies dirty water at the bottom of the evaporation treatment tank 1 to the filter 4, and an air supply fan that sucks air from the intake port 2 and sends air to the filter 4. 6, a plurality of parallel filters 4 are arranged diagonally across the evaporation treatment tank 1,
An evapotranspiration process characterized by arranging the water sprinkler 32 of the water supply device 5 above between the plurality of filters 4 and making the air supply fan 6 face the filter 4 below the plurality of filters 4. It is related to the device.
従来より汚水を自然蒸発散させる手段として例
えば第1図に示すように浄化槽から送られた汚水
を連結孔7を介して汚水たまり部8にため、粟石
槽9、砂層10、盛土層11を介して大気中に蒸
発散させるものがある。ここで12は掃除口、
GLは地面である。しかしかかる従来例にあつて
は下記のような種々の欠点がある。先ず広大な面
積を必要とした。すなわち地表面からの自然蒸発
量は0〜5/m2.日程度とされており、仮に平
均2/m2.日の蒸発量とすると、5人家族で従
来の水洗便器―浄化槽を用いた場合、処理水量が
250(1人.1日50とする)で面積は125m2必
要となる。又簡易水洗便器と専用浄化槽の組合せ
を用いても処理水量は25(1人.1日5)と
なり、12.5m2必要である。次に設置場所の制限が
多かつた。すなわち自然蒸発散の場合、最適地は
日当りの良い風通しのよい場所となつている。設
置に不適な場所として、地下水位の高い所、
傾斜面の下、凹地、水田の近くや排水の悪い
所、粘土や砂質の土壌と非常に制限が多い。さ
らに雨水対策が必要であつた。すなわち日本にお
ける平均降雨量は約1800mmであり、1日換算で
4.9/m2日となる。降雨中は蒸発機能は停止す
るのみならず、逆に槽内へ浸透する虞れがあるた
め、盛土等の表面排水対策も必要である。さらに
また維持管理に手数がかかり大変であつた。すな
わち自然蒸発散の場合、蒸発面の土壌を軟かく保
つことが重要で、土の掘り返しと天地がえしが必
要である。 Conventionally, as a means for natural evaporation of sewage, for example, as shown in FIG. Some substances evaporate and transpire into the atmosphere. Here 12 is the cleaning port,
GL is the ground. However, such conventional examples have various drawbacks as described below. First, it required a large area. In other words, the amount of natural evaporation from the ground surface is 0 to 5/m 2 . It is said that it is about 2/m 2 .day on average. Based on the amount of evaporation per day, if a family of five uses a conventional flush toilet and septic tank, the amount of water processed will be
250 (50 per person per day), the area will be 125m2 . Even if a combination of a simple flush toilet and a dedicated septic tank is used, the amount of water to be treated will be 25 (5 per person, 5 per day), which requires 12.5 m2 . Secondly, there were many restrictions on where it could be installed. In other words, in the case of natural evapotranspiration, the optimal location is a sunny and well-ventilated location. Locations that are unsuitable for installation include locations with high groundwater levels,
There are many restrictions such as under slopes, depressions, near rice fields, poorly drained areas, and clay or sandy soils. Furthermore, measures against rainwater were needed. In other words, the average rainfall in Japan is approximately 1800mm, equivalent to 1800mm per day.
4.9/m 2 days. During rainfall, not only does the evaporation function stop, but there is also a risk that the water may seep into the tank, so surface drainage measures such as embankments are necessary. Furthermore, maintenance and management was time-consuming and difficult. In other words, in the case of natural evapotranspiration, it is important to keep the soil on the evaporation surface soft, which requires digging up the soil and turning it over.
また浄化槽から送られる汚水を蒸発散させる蒸
発散装置でないが、第2図に示すような尿を蒸発
させるコンポストトイレがある。これは便器33
から落下した排泄物を屎尿分離装置13にて分離
し、尿を蒸発床14送ると共に屎をコンポスト化
室34に送り、加熱装置15にて加熱して蒸発さ
せている。ここで16は排気口、17は養生室、
18は取出口である。しかしかかる従来例にあつ
ては便器33が水洗式でないため、使用感におい
て水洗式にはるかに劣る。また内部に加温装置1
5を有し、吸入空気を加温した後送気して蒸発さ
せる構造の為、加温に要する熱量が必要でランニ
ングコストが割高である。さらに蒸発散機構を含
めた装置全体をトイレルーム19直下に設置する
必要があり、施工が非常にやりにくい。特にコン
ポスト取出側は、建物の基礎があれば施工でき
ず、基礎なしとなる。つまり第2図のA部分の基
礎を取除くか基礎なしでなければ施工できない。
さらにボラ土等の蒸発床14の表面を空気が通る
ため、気液接触面積が少く効率が低い。 There is also a composting toilet that evaporates urine, as shown in Figure 2, although it is not an evapotranspiration device that evaporates wastewater sent from a septic tank. This is toilet bowl 33
The excrement that has fallen from the toilet is separated by a human waste separator 13, the urine is sent to an evaporation bed 14, and the waste is sent to a composting chamber 34, where it is heated and evaporated by a heating device 15. Here, 16 is an exhaust port, 17 is a curing room,
18 is an outlet. However, in such a conventional example, since the toilet bowl 33 is not a flush type, the usability is far inferior to that of a flush type. There is also a heating device 1 inside.
5, and has a structure in which the intake air is heated and then evaporated by supplying the air, so the amount of heat required for heating is required and the running cost is relatively high. Furthermore, the entire device including the evapotranspiration mechanism must be installed directly below the toilet room 19, making construction extremely difficult. In particular, the compost extraction side cannot be constructed if there is a building foundation, so there is no foundation. In other words, construction cannot be carried out unless the foundation in part A in Figure 2 is removed or there is no foundation.
Furthermore, since air passes through the surface of the evaporation bed 14 made of mulch, etc., the air-liquid contact area is small, resulting in low efficiency.
本発明は叙述の点に鑑みてなされてものであつ
て、本発明の目的とするところは蒸発効率がよく
て広大な敷地面積を必要とせず、しかも設置場所
の制限を受けずどこにでも設置でき、雨対策も必
要としない蒸発処理装置を提供するにある。以下
本発明を実施例により詳述する。1は蒸発処理槽
であつて、浄化槽から汚水流入管21を介して汚
水が送られるようになつている。蒸発処理槽1の
上面の中央の点検口22には蓋体23を着脱自在
に被着してある。蒸発処理槽1の上面の一側の開
口24には吸気管25をボルト・ナツトのような
連結具26にて連結して吸気口2を形成してあ
り、吸気管25の上部に雨水カバー27を装着し
てある。蒸発処理槽1の上面の他側の開口28に
は排気管29を連結することにより排気口3を形
成してある。蒸発処理槽1内には複数枚の気液接
触用のフイルター4を槽内が斜めに横切られるよ
うに配設してあり、複数枚のフイルター4間の上
部には散水器32を配設してある。蒸発処理槽1
内の下部には水ポンプ30を配設してあつて、上
記散水器32とポンプ30とを送水ポンプ31に
て連結して給水装置5を形成してある。蒸発処理
槽1内の吸気口2の下方には送気フアン6を配設
してある。ここでHWLは最高水位、LWLは最低
水位である。しかして送気フアン6及び水ポンプ
30を駆動すると、送気フアン6にて吸気された
不飽和空気がフイルター4に吹付けられ、一方水
ポンプ30にて吸入された汚水が送水パイプ31
を介して散水器32に送られ、散水器32にてフ
イルター4に散水される。従つてフイルター4で
気液接触をして蒸発し、排気口3から槽外へ排出
される。 The present invention has been made in view of the above points, and the object of the present invention is to have high evaporation efficiency, do not require a large site area, and can be installed anywhere without being subject to restrictions on installation location. The purpose of the present invention is to provide an evaporation treatment device that does not require rain protection. The present invention will be explained in detail below with reference to Examples. Reference numeral 1 denotes an evaporation treatment tank, into which wastewater is sent from the septic tank through a wastewater inflow pipe 21. A lid 23 is detachably attached to an inspection opening 22 at the center of the top surface of the evaporation treatment tank 1. An intake pipe 25 is connected to an opening 24 on one side of the upper surface of the evaporation treatment tank 1 with a connector 26 such as a bolt and nut to form an intake port 2. A rainwater cover 27 is installed above the intake pipe 25. is installed. An exhaust port 3 is formed by connecting an exhaust pipe 29 to the opening 28 on the other side of the upper surface of the evaporation treatment tank 1 . Inside the evaporation treatment tank 1, a plurality of filters 4 for gas-liquid contact are arranged diagonally across the inside of the tank, and a water sprinkler 32 is arranged above between the plurality of filters 4. There is. Evaporation treatment tank 1
A water pump 30 is disposed at the lower part of the interior, and the water supply device 5 is formed by connecting the water sprinkler 32 and the pump 30 with a water supply pump 31. An air supply fan 6 is disposed below the intake port 2 in the evaporation treatment tank 1. Here, HWL is the highest water level and LWL is the lowest water level. When the air fan 6 and the water pump 30 are driven, the unsaturated air taken in by the air fan 6 is blown onto the filter 4, while the dirty water sucked in by the water pump 30 is blown into the water pipe 31.
The water is sent to the water sprinkler 32 via the water sprinkler 32, and the filter 4 is sprinkled with water by the water sprinkler 32. Therefore, it evaporates through gas-liquid contact with the filter 4 and is discharged from the exhaust port 3 to the outside of the tank.
また送風に必要な空気量を計算すると例えば下
記のようになる。 For example, the amount of air required for blowing is calculated as follows.
大阪地方を例に最も条件の厳しい1月における
送風量を計算する。 Using the Osaka region as an example, calculate the amount of air blown in January, when the conditions are the most severe.
1月平均気温 4.5℃ 平均湿度 68%
(理科年表より)
使用便器は簡易水洗便器とし、1人1日当りの
汚水総量を3.6とする。 Average temperature in January: 4.5℃ Average humidity: 68% (from the Science Chronology) The toilet used will be a simple flush toilet, and the total amount of sewage per person per day will be 3.6.
Q=(H2−H1)×1/vH
ここでQ:1m3当りの水分蒸発量(Kg/m3)
H2:温度t2、湿度h2における絶対湿度
(Kg/Kg)
H1:温度t1、湿度h1 〃 〃
Kg/Kg
t1=4.5℃、h1=68%
vH:t1、h1における比容積(m3/Kg)
t2:排出空気温度(h2=90%でt2≒3
℃)
h2:排出空気湿度(=90%とする)
計算を行うと Q=9.76×10-4Kg−H2O/m3−
air
故に、3.6/日蒸発させるのに必要な空気量
は、
(3.6/Q)×1/24hr×1/60min=2.56m
3/min
上記計算の結果、5人家族の家庭において、最
も条件の厳しい1月においても
2.56×5=128m3/min
の送気を行なえば完全に簡易水洗便器からの汚水
(屎尿+洗浄水=3.6/日.人)を蒸発散させる
ことが可能である。 Q = (H 2 - H 1 ) x 1/v H where Q: Amount of water evaporation per 1 m 3 (Kg/m 3 ) H 2 : Absolute humidity at temperature t 2 and humidity h 2 (Kg/Kg) H 1 : Temperature t 1 , humidity h 1 〃 〃 Kg/Kg t 1 = 4.5℃, h 1 = 68% v H : Specific volume at t 1 , h 1 (m 3 /Kg) t 2 : Exhaust air temperature (h 2 = 90% and t 2 ≒ 3
℃) h 2 : Exhaust air humidity (assuming = 90%) When calculating, Q = 9.76×10 -4 Kg−H 2 O/m 3 −
air Therefore, the amount of air required to evaporate 3.6/day is (3.6/Q) x 1/24hr x 1/60min = 2.56m
3 /min As a result of the above calculation, even in January, when the conditions are the most severe, in a household of five people, if air is supplied at a rate of 2.56 x 5 = 128m 3 /min, the sewage from the flush toilet (human waste + washing water) can be completely reduced. = 3.6/day.person) can be evaporated.
なお、一般のし尿浄化槽の場合、1人1日当り
の汚水量が50であり、送風量も178m3/min必
要となり、一般家庭用としては本発明は適さな
い。 In addition, in the case of a general human waste septic tank, the amount of sewage per person per day is 50, and the air flow rate is also required to be 178 m 3 /min, so the present invention is not suitable for general household use.
本発明は叙述の如く蒸発処理槽内のフイルター
に汚水を給水し、送気フアンにてフイルターに空
気を送つて気液接触させて汚水を蒸発させている
ので、蒸発効率が向上するものであつて、広大な
敷地面積を必要としないものであり、しかも吸気
口から空気を蒸発処理槽内に吸入して蒸発した汚
水を排気口から排気しているので、設置場所の制
限なくどこにでも設置可能なものであり、また蒸
発処理槽内で蒸発させているので、雨水対策を必
要としないものであり、さらに特別な維持管理を
必要としないと共に全く放流しないためいかなる
地域においても水洗の快適さを得ることは可能な
ものであり、さらに蒸発処理槽内に平行な複数枚
のフイルターを斜めに横切られるように配置し、
複数枚のフイルター間の上部に給水装置の散水器
を配置し、複数枚のフイルターの下側のフイルタ
ーに上記送気フアンを対向させたので、散水器か
ら散水された汚水が複数枚のフイルター間を通つ
て流下するすると共にフイルター間を通つて流下
するとき下側のフイルターに対向する送気フアン
から送風してフイルターに当てて蒸発させるもの
であつて、送気フアンからの送風をフイルターに
直接効果的に当てて気液接触を促進し効率よく蒸
発させることができるものであり、しかも送気フ
アンからの送風を直接強くフイルターに当てても
上側のフイルターにて汚水が飛散するのを防止で
きて排気口から汚水の水滴が飛び出たりするのを
防止できるものである。 As described above, in the present invention, sewage is supplied to the filter in the evaporation treatment tank, and air is sent to the filter using an air fan to cause gas-liquid contact and evaporate the sewage, thereby improving evaporation efficiency. It does not require a large site area, and since air is sucked into the evaporation treatment tank through the intake port and evaporated wastewater is exhausted from the exhaust port, it can be installed anywhere without restrictions. Furthermore, since the water is evaporated in an evaporation treatment tank, it does not require rainwater countermeasures.Furthermore, it does not require any special maintenance and does not release water at all, so it provides the comfort of flushing in any area. It is possible to obtain this by arranging a plurality of parallel filters diagonally across the evaporation treatment tank.
The sprinkler of the water supply device is placed above the multiple filters, and the air supply fan is placed opposite the filter below the multiple filters, so that the waste water sprinkled from the sprinkler is distributed between the multiple filters. When the air flows down through the filters and flows down between the filters, air is blown from an air fan facing the lower filter and evaporated by hitting the filter. It can be applied effectively to promote gas-liquid contact and evaporate efficiently, and even if the air from the air fan is applied directly and strongly to the filter, it can prevent wastewater from scattering at the upper filter. This prevents water droplets of sewage from splashing out from the exhaust port.
第1図は一従来例の断面図、第2図は他の従来
例の断面図、第3図は本発明の一実施例の断面図
であつて、1は蒸発処理槽、2は吸気口、3は排
気口、4はフイルター、5は給水装置、6は送気
フアンである。
FIG. 1 is a sectional view of one conventional example, FIG. 2 is a sectional view of another conventional example, and FIG. 3 is a sectional view of an embodiment of the present invention, in which 1 is an evaporation treatment tank, 2 is an intake port. , 3 is an exhaust port, 4 is a filter, 5 is a water supply device, and 6 is an air supply fan.
Claims (1)
理槽に設けた吸気口及び排気口と、蒸発処理槽内
に設けたフイルターと、フイルターに蒸発処理槽
の底部の汚水を給水する給水装置と、吸気口から
吸入してフイルターに空気を送る送気フアンとよ
りなり、上記蒸発処理槽内に平行な複数枚のフイ
ルターを斜めに横切られるように配置し、複数枚
のフイルター間の上部に給水装置の散水器を配置
し、複数枚のフイルターの下側のフイルターに上
記送気フアンを対向させて成ることを特徴とする
蒸発散処理装置。1. An evaporation treatment tank in which inflowing sewage accumulates, an intake port and an exhaust port provided in the evaporation treatment tank, a filter provided in the evaporation treatment tank, and a water supply device that supplies sewage at the bottom of the evaporation treatment tank to the filter; It consists of an air supply fan that takes in air from the intake port and sends air to the filter, and a plurality of parallel filters are arranged diagonally across the evaporation treatment tank, and a water supply device is installed above between the plurality of filters. 1. An evaporative transpiration treatment device, characterized in that a water sprinkler is disposed, and the air supply fan is opposed to a lower filter of a plurality of filters.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7592679A JPS55167085A (en) | 1979-06-15 | 1979-06-15 | Evaporation treatment apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7592679A JPS55167085A (en) | 1979-06-15 | 1979-06-15 | Evaporation treatment apparatus |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS55167085A JPS55167085A (en) | 1980-12-26 |
JPS6213078B2 true JPS6213078B2 (en) | 1987-03-24 |
Family
ID=13590372
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7592679A Granted JPS55167085A (en) | 1979-06-15 | 1979-06-15 | Evaporation treatment apparatus |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS55167085A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63236481A (en) * | 1987-03-25 | 1988-10-03 | Sony Corp | Television receiver |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5146370U (en) * | 1974-09-19 | 1976-04-06 |
-
1979
- 1979-06-15 JP JP7592679A patent/JPS55167085A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5146370U (en) * | 1974-09-19 | 1976-04-06 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63236481A (en) * | 1987-03-25 | 1988-10-03 | Sony Corp | Television receiver |
Also Published As
Publication number | Publication date |
---|---|
JPS55167085A (en) | 1980-12-26 |
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