JPH0130552B2 - - Google Patents
Info
- Publication number
- JPH0130552B2 JPH0130552B2 JP27045284A JP27045284A JPH0130552B2 JP H0130552 B2 JPH0130552 B2 JP H0130552B2 JP 27045284 A JP27045284 A JP 27045284A JP 27045284 A JP27045284 A JP 27045284A JP H0130552 B2 JPH0130552 B2 JP H0130552B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- wastewater
- tank
- sewage
- discharged
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 57
- 239000002351 wastewater Substances 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 9
- 230000003647 oxidation Effects 0.000 claims description 9
- 238000007254 oxidation reaction Methods 0.000 claims description 9
- 239000010800 human waste Substances 0.000 claims description 7
- 230000009965 odorless effect Effects 0.000 claims description 4
- 239000010840 domestic wastewater Substances 0.000 claims description 3
- 239000010865 sewage Substances 0.000 description 28
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 210000003608 fece Anatomy 0.000 description 3
- 229910052757 nitrogen Inorganic materials 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000002550 fecal effect Effects 0.000 description 2
- 238000000855 fermentation Methods 0.000 description 2
- 230000004151 fermentation Effects 0.000 description 2
- 239000003337 fertilizer Substances 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 210000002700 urine Anatomy 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 238000003287 bathing Methods 0.000 description 1
- 230000003197 catalytic effect Effects 0.000 description 1
- 239000010797 grey water Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000010871 livestock manure Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000003895 organic fertilizer Substances 0.000 description 1
- 244000052769 pathogen Species 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000008213 purified water Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Landscapes
- Sanitary Device For Flush Toilet (AREA)
- Treatment Of Sludge (AREA)
Description
【発明の詳細な説明】
本発明は各家庭から生ずる汚水を種類別に分類
し、汚水濃度別に分別流集し処理する如くした超
分流式汚水処理方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an ultra-separate sewage treatment method in which sewage generated from each household is classified by type, collected and treated separately according to sewage concentration.
<従来の技術>
一般に、下水道の排除方式としては合流式と分
流式に区分される。この場合、分流式といつても
単に雨水と生活廃水を区別して排水し、この汚水
管を集中汚水処理場へ導くだけであり、大規模化
する汚水処理場の根本的な改革につながるもので
ない。<Prior Art> In general, sewerage drainage systems are classified into combined systems and separate systems. In this case, even though it is called a separate system, it simply separates and discharges rainwater and domestic wastewater and leads this sewage pipe to a centralized sewage treatment plant, and does not lead to fundamental reform of sewage treatment plants, which are becoming larger in scale. .
即ち、今までの汚水処理方法は、各家庭から生
ずる汚水を全て同一管渠をもつて水運方式で流送
する如くしてなる。ここで最も重要なことは、水
洗化された便所から排水される有機固形物である
糞塊の流送のために相当な水を必要とする点にあ
る(勿論、風呂、洗濯等に用いられた排水も効用
を果すが)。このため、各家庭から集められた多
量の廃水を流送するに当つては、管渠の径も必然
的に大径のものを要し、且つ深く埋設され、従つ
て建設費も嵩み、施工も管理も容易でない(下水
道の管渠にはスケールメリツトが少ない)。特に、
この近代下水道方式を変貌の激しい農村地域に導
入した場合、旧来の貯留式便所であつたときに利
用できた糞尿の有機肥料の使用が不可能ともな
る。 That is, the conventional sewage treatment method is such that all the sewage generated from each household is conveyed through the same pipe using a water transportation system. The most important point here is that a considerable amount of water is required to transport the fecal mass, which is an organic solid that is drained from flush toilets (of course, it is used for bathing, washing, etc.). (Although draining water is also effective.) For this reason, in order to transport large amounts of wastewater collected from households, the pipes must have a large diameter, and must be buried deeply, which increases construction costs. It is not easy to construct or manage (sewer pipes have few economies of scale). especially,
If this modern sewage system is introduced into rapidly changing rural areas, it will no longer be possible to use the organic fertilizers from manure that was available in the old storage latrines.
また、下水道がないときには、家庭の雑排水が
側溝等に流水として存在していたものであるが、
下水道が完備されるにつれ流水が無くなり、別途
から代替水を導かない限り潤いのない集落を発生
する結果となる。更に、下水道完備に伴う下水道
料金は、水道の使用料が即下水道の使用料とみな
されるため、合点がいかぬ問題点も含むものであ
る。 In addition, when there was no sewage system, household gray water would exist as running water in side gutters, etc.
As sewage systems are developed, running water disappears, resulting in waterless villages unless alternative water is introduced separately. Furthermore, the sewerage charges associated with the installation of a complete sewerage system include the problem of inconsistency, as the water usage fee is immediately treated as the sewerage usage fee.
<発明が解決しようとする問題点>
本発明は上記実情に鑑み、各家庭の戸別単位ご
とに可能な範囲の汚水処理を行ない水路へ直接流
し、公共の汚水処理場への汚水給送を最小とし、
延いては下水道費用の軽減を図ることを目的とし
た超分流式汚水処理方法を提供するものである。<Problems to be Solved by the Invention> In view of the above-mentioned circumstances, the present invention has been developed to treat sewage to the extent possible for each household and to directly drain it into waterways, thereby minimizing the amount of sewage sent to public sewage treatment plants. year,
Furthermore, the present invention provides a super-separate wastewater treatment method aimed at reducing sewerage costs.
<問題点を解決するための手段>
本発明は各家庭から排水される生活廃水中、風
呂場の水や洗濯のゆすぎ水等の如き比較的濃度の
低い汚水を、専用の分流配管をもつて屋敷内の適
宜箇所に配す接触酸化槽等の簡易水処理槽へ導
き、この簡易処理した処理水を側溝や水路に直接
放流すると共に、台所(炊事場)や汚れた洗濯水
とか、水洗便所から排出のし尿を腐敗槽で一旦受
け、該腐敗槽から溢流の固形物が液化したもの等
の濃度の高い汚水を、前記分流配管と異なる分流
配管をもつて別途敷設の汚水専用となる有機水道
に流入させ、該有機水道の汚水のみを公共の汚水
処理場へ導く汚水処理方法である。<Means for Solving the Problems> The present invention is designed to collect relatively low-concentration wastewater, such as household wastewater discharged from each household, bathroom water, laundry rinse water, etc., by using a dedicated branch pipe. The treated water is guided to simple water treatment tanks such as contact oxidation tanks placed at appropriate locations in the mansion, and the treated water is directly discharged into gutters and waterways, and is also used in kitchens, dirty laundry water, and flush toilets. The human waste discharged from the septic tank is once received in a septic tank, and the highly concentrated sewage such as liquefied solids overflowing from the septic tank is transferred to an organic wastewater tank, which is installed separately with a separate pipe that is different from the above-mentioned pipe. This is a sewage treatment method in which organic water flows into the water supply and only the sewage from the organic water supply is directed to a public sewage treatment plant.
このような方法を採れば、公共の汚水処理場に
直接臨む濃度の高い汚水の配管となる有機水道へ
の出口に流量計を配すことが可能となり、実質的
な下水道使用料が換算され得る。また、今まで側
溝、水路には、自家浄化(簡易水処理)した清浄
水を流入させるため、こかつのない集落環境を得
る。更に、自家腐敗槽では発酵促進剤を加え短期
日で無菌、無臭化したし尿を、高級肥料として自
家処理が容易となる。従つて、畑地等へ消費され
た分だけ(特に農村地域にあつて)有機水道へ流
入する量が軽減され、過剰に悩む処理水の窒素、
リン値も低減することになる。勿論、各単位ごと
に腐敗槽を備えし尿を腐敗すれば、糞便性の病原
菌も殆んど死滅するため、処理水の滅菌作業も不
要となる。 If such a method is adopted, it will be possible to place a flow meter at the outlet of the organic water supply, which is a highly concentrated sewage pipe directly facing a public sewage treatment plant, and the actual sewerage usage fee can be converted. . In addition, since clean water that has been purified in-house (simple water treatment) flows into the gutters and waterways, an unspoiled community environment is created. Furthermore, in a self-septic tank, the human waste is made sterile and odorless in a short period of time by adding a fermentation accelerator, and can be easily treated at home as a high-grade fertilizer. Therefore, the amount of nitrogen flowing into the organic water supply system is reduced by the amount consumed in fields (especially in rural areas), and the amount of nitrogen in treated water, which suffers from excess nitrogen, is reduced.
Phosphorus levels will also be reduced. Of course, if each unit is equipped with a septic tank and the urine is putrefied, most of the fecal pathogens will be killed, so there will be no need to sterilize the treated water.
<実施例>
以下、本発明を実施する施設の図面に基づいて
説明すれば、次の通りである。<Example> The following is a description based on drawings of a facility implementing the present invention.
家1にあつて比較的濃度の低い汚水を排水する
風呂場1aとか洗濯場1bより分流配管2を敷設
し、該配管2の先端部に簡易水処理槽となる接触
酸化槽3を介して屋敷外の側溝4へ臨ませる。ま
た、比較的濃度の高い汚水を排水する台所1cと
か前記洗濯場1b等より他の分流配管5を敷設す
ると共に、該配管5の中途には便所1dに接続し
た腐敗槽6の溢流口6aを分岐接続し、且つ該配
管5の先端を流量計7を介し屋敷外の公共下水道
となる有機水道8に臨ませる。 A branch pipe 2 is installed from the bathroom 1a or laundry 1b, which drains relatively low-concentration sewage in the house 1, and a contact oxidation tank 3, which serves as a simple water treatment tank, is connected to the tip of the pipe 2. Facing the outside gutter 4. In addition, another branch pipe 5 is installed from the kitchen 1c, the laundry 1b, etc., which drains relatively high concentration wastewater, and an overflow port 6a of the septic tank 6 connected to the toilet 1d is installed in the middle of the pipe 5. The pipe 5 is branched and connected, and the tip of the pipe 5 faces an organic water supply 8 which is a public sewer outside the mansion via a flow meter 7.
ここにおいて、例えば風呂場1aとか洗濯場1
bより排水される比較的濃度の低い汚水aは、分
流配管2をもつて接触酸化槽3で1日程度の接触
時間をもたせて処理する。この接触酸化槽3は、
第2図に示す如き粗ゴミ取除きネツト桝3aと沈
澱槽3bと接触材槽3cよりなる。例えば、風呂
水100/日/人、洗濯すすぎ水50/日/人程
度の条件とした場合、長さ1.0m×深さ0.8m×巾
0.5mの沈澱槽3bでは、滞留日数0.5日で流入水
質が15%程度除去されBOD30〜50ppmぐらいに
なり、長さ、1.8m×深さ0.45m×巾0.5mの接触
材槽3cで、滞留日数0.5日で約60%の除去率と
なり最終放流水質がBOD12〜20ppm程度となる。 Here, for example, the bathroom 1a or the laundry 1
The relatively low concentration wastewater a discharged from the tank b is treated in a contact oxidation tank 3 with a branch pipe 2 for a contact time of about one day. This contact oxidation tank 3 is
As shown in FIG. 2, it consists of a coarse dirt removal net box 3a, a sedimentation tank 3b, and a contact material tank 3c. For example, if the bath water is 100%/day/person and the laundry rinse water is 50%/day/person, the length is 1.0m x depth 0.8m x width.
In the settling tank 3b of 0.5 m, approximately 15% of the inflow water is removed after 0.5 days of retention, and the BOD becomes about 30 to 50 ppm. In 0.5 days, the removal rate will be approximately 60%, and the final discharged water quality will be approximately BOD 12 to 20 ppm.
このように処理された浄化水(処理水)を側溝
4へ直接放流し得、枯渇のない水路を呈し潤いの
ある集落が存在するものとなる。 The purified water treated in this way (treated water) can be directly discharged into the side gutter 4, resulting in a waterway that does not run dry and a well-hydrated community.
一方、台所1cとか洗濯場1b等にあつて排水
される濃度の高い汚水bは(但し、洗濯場1bに
おいては、ゆすぎ水と汚れ水を切替バルブをもつ
て、又は直接夫々分流配管2,5へ切替る)、前
記とは別途に区別けされた分流配管5より有機水
道8へと流出させる。この場合、分流配管5部に
は流量計7を配してなるため、有機水道8へ流出
する量のみが確実に把握される。 On the other hand, high-concentration wastewater b discharged from the kitchen 1c, laundry 1b, etc. (however, in the laundry 1b, rinse water and dirty water can be separated by using a switching valve or by directly distributing water through branch pipes 2 and 5, respectively. ), and the organic water is discharged into the organic water supply 8 through a separate branch pipe 5 separated from the above. In this case, since the flowmeter 7 is disposed in the branch pipe 5, only the amount flowing into the organic water supply 8 can be reliably ascertained.
また、この分流配管5には便所1dからのし尿
cも合流する。即ち、便所1dから排出される
尿、糞等のいわゆるし尿cは直ちに近傍に配す腐
敗槽6へ一旦導かれ、該腐敗槽6にて約100日程
度貯留し発酵促進剤の効果等も手伝つて相当程度
腐敗させ、無菌、無臭状態とし、この溢流口6a
より分流配管5へ落す。勿論、このような自家浄
化槽となる腐敗槽6を備えれば、この溢流槽部6
bに有する汲み取り蓋6cを外し、無菌、無臭と
なつたし尿cを、必要に応じ汲んで有機肥料的使
用とし畑A等に用いてもよい(農村集落にも最適
である)。また、この腐敗槽6を便所1dの最短
距離位置に備えれば、該便所1dに使用する水洗
の量を最小とし得、水の経済的利用と腐敗槽の小
型につながる。 Furthermore, human waste c from the toilet 1d also flows into this branch pipe 5. That is, so-called human waste c such as urine and feces discharged from the toilet 1d is immediately led to a nearby septic tank 6 and stored in the septic tank 6 for about 100 days, where the effects of the fermentation accelerator are not affected. This overflow port 6a is rotten to a considerable extent and made sterile and odorless.
It is then dropped into the branch pipe 5. Of course, if such a septic tank 6 that becomes a private septic tank is provided, this overflow tank section 6
The draining lid 6c in b is removed, and the sterile and odorless night soil c can be pumped out as needed and used as organic fertilizer for fields A, etc. (it is also ideal for rural villages). Moreover, if this septic tank 6 is provided at the shortest distance from the toilet 1d, the amount of flushing used in the toilet 1d can be minimized, leading to economical use of water and downsizing of the septic tank.
<発明の効果>
上述のように本発明の超分流式汚水処理方法
は、各家庭単位において、生活廃水を濃度の低い
汚水と濃度の高い汚水へ夫々独自の分流配管をも
つて区分けし、この濃度の低い汚水は簡易浄化と
なる接触酸化槽等を経ただけで直接近くの側溝と
か水路へ放流し得ることにより、該水路が絶えず
潤う実質的な水の再利用が即可能となる。勿論、
この簡易水処理槽は図示の如き接触酸化槽のみと
は限らず、他のタイプでも良い。また、濃度の高
い汚水(し尿も含む)のみを公共の汚水処理場へ
向う有機水道へ落す方法としたことにより、該有
機水道の管渠は最小の径のものを用いればよく、
施工費、管理費等が従来の全ての汚水を単に集め
る管に比して軽減される。しかも腐敗槽を便所の
近傍に配すことにより、糞塊を水運すべき条件も
最小ですみ、水洗用水の使用料も最小となる節水
タイプともなる。勿論、台所等からの排水を、簡
単なネツト(図示せず)で過しておけば、排水
中には浮遊性の物質が極減し、処理場への流出を
最小とし得る。また、し尿にあつては腐敗槽部で
予め無菌状態とするため、処理場にて滅菌をする
ことも省略される。<Effects of the Invention> As described above, the ultra-separate sewage treatment method of the present invention separates domestic wastewater into low-concentration sewage and high-concentration sewage in each household with its own separate pipes, and Low-concentration wastewater can be directly discharged into nearby gutters or waterways by simply passing through a contact oxidation tank or the like for simple purification, thereby making it possible to immediately reuse the water that constantly moistens the waterways. Of course,
This simple water treatment tank is not limited to the catalytic oxidation tank shown in the figure, but may be of other types. In addition, by adopting a method in which only highly concentrated sewage (including human waste) is discharged into the organic water supply that goes to the public sewage treatment plant, the pipe for the organic water supply only needs to be of the smallest diameter.
Construction costs, management costs, etc. are reduced compared to conventional pipes that simply collect all wastewater. Moreover, by locating the septic tank near the toilet, the conditions for transporting the feces by water are minimized, and the amount of water used for flushing is also minimized, resulting in a water-saving type of system. Of course, if the wastewater from the kitchen etc. is passed through a simple net (not shown), the amount of floating substances in the wastewater will be reduced to a minimum, and the amount of wastewater flowing into the treatment plant can be minimized. Furthermore, human waste is made sterile in advance in the septic tank, so sterilization at the treatment plant is also omitted.
更に、本発明方法で良い点は、有機水道へ流入
する汚水量だけを流量計にて計測し得るため、実
質的な下水道使用料が表われる(今までは、下水
道料金は水道の使用量を下水の量とみなされてい
るため、庭に水を撒いたとかで直接下水道へ流れ
込まない水量まで全て換算され不都合があつた)
等の効果を奏する。 Furthermore, the advantage of the method of the present invention is that only the amount of sewage flowing into the organic water supply can be measured using a flowmeter, so the actual sewerage usage fee is calculated (until now, the sewerage fee was based on the amount of water used). Since it was considered the amount of sewage water, it was inconvenient that all the water that did not flow directly into the sewer, such as when watering the garden, was converted into the amount.)
It has the following effects.
図面は本発明方法に使用する装置を示すもの
で、第1図は配置図、第2図は簡易水処理槽とな
る接触酸化槽の説明図、第3図は腐敗槽の説明図
である。
1……家、1a……風呂場、1b……洗濯場、
1c……台所、1d……便所、2……分流配管、
3……接触酸化槽、4……側溝、5……分流配
管、6……腐敗槽、7……流量計、8……有機水
道。
The drawings show the apparatus used in the method of the present invention; FIG. 1 is a layout diagram, FIG. 2 is an explanatory diagram of a contact oxidation tank serving as a simple water treatment tank, and FIG. 3 is an explanatory diagram of a septic tank. 1...house, 1a...bathroom, 1b...laundry place,
1c...Kitchen, 1d...Toilet, 2...Diversion piping,
3...Contact oxidation tank, 4...Gutter, 5...Diversion piping, 6...Septic tank, 7...Flow meter, 8...Organic water supply.
Claims (1)
場の水や洗濯のゆすぎ水等の濃度の低い汚水を、
切替バルブを介して専用配管を用い接触酸化槽と
なる簡易水処理槽を経て側溝や水路に直接放流
し、枯渇のない水流を形成すると共に、便所から
排出されるし尿を腐敗槽にて一旦腐敗させ無菌、
無臭の濃度の高い溢流を、前記切替バルブの切替
で排水される台所や洗濯の濃度の高い汚れた水と
共に別途配管の汚水専用となる有機水道に流入さ
せることを特徴とする超分流式汚水水処理方法。1. Among domestic wastewater discharged from households, low-concentration wastewater such as bathroom water and laundry rinse water is
Using dedicated piping via a switching valve, the water is directly discharged into gutters and waterways through a simple water treatment tank that serves as a contact oxidation tank, creating a never-depleting water flow, and at the same time, the human waste discharged from the toilet is first putrefied in a septic tank. Sterile,
A super-separated wastewater system characterized in that the odorless and highly concentrated overflow is made to flow into an organic water supply pipe dedicated to wastewater in a separate pipe together with highly concentrated dirty water from the kitchen and laundry drained by switching the switching valve. Water treatment methods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27045284A JPS61149286A (en) | 1984-12-21 | 1984-12-21 | Flow ultra-distribution type treatment of sewage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27045284A JPS61149286A (en) | 1984-12-21 | 1984-12-21 | Flow ultra-distribution type treatment of sewage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61149286A JPS61149286A (en) | 1986-07-07 |
| JPH0130552B2 true JPH0130552B2 (en) | 1989-06-20 |
Family
ID=17486481
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27045284A Granted JPS61149286A (en) | 1984-12-21 | 1984-12-21 | Flow ultra-distribution type treatment of sewage |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61149286A (en) |
-
1984
- 1984-12-21 JP JP27045284A patent/JPS61149286A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61149286A (en) | 1986-07-07 |
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