**6. Description of procedure for treatment**

Handling treatment facilities are numerous, these some examples of treatment courses of this type of release:

Physical–chemical treatment is to continuously purify the various effluents as when they are produced to reject them in permanent rates.

The process is a combination of the following basic treatments:


**121**

rately drained.

*Characterization and Treatment of Real Wastewater from an Electroplating Company by Raw…*

• In general the combination of elementary processing is defined by the nature of the effluent to be treated. According to preliminary studies we conducted, only the rinse water can be recycled after treatment with raw chitin in particular rinses common metallization baths [25–28]. We therefore propose a processing rinses followed by a comprehensive treatment of rejection. The design of items of treatment plant is highly dependent on flow rates of each rinse that helps to estimate the reaction time stays easily

• Reactors as a column filled with the material well-conditioned. Water to be treated flows from the bottom up by the effect of differences in level and then flows into the rinsing baths continuous overflow. Thus the heavy metal content

For the global rejection we prefer a continuous physical–chemical treatment. This principle (continuous) is used in preference to batch treatment by tarpaulin,

1. Effluent Storage: The storage provides the interface between production facili-

• A buffer role with regard to changes in volume and mass charges from

• A perfect separation between the different components of the effluent.

• A minimum hydraulic capacity, allowing the complete filling of the reactor treatment at the launch of the operation with the more regular flow of

• Storage backup's role is to provide storage during an accident or during an

• Storage diluted normally receives all current daily rinsing of all pre-treatments

• Storage is focused especially on the garbage baths surface preparation or

The storage times are equipped with means for adjustment and control of flow

2. liquid–solid separation step that gets rid of the effluent MES and some insoluble elements [31]; it is installed mainly concentrated after storage. The liquid–solid separation of sludge is achieved by settling, both phases are sepa-

workshops, and a reserve sufficient to accommodate the effluent during the

process provides some security and facilitates the monitoring and treatment by visual inspection of each analytical or steps prior to discharge. It allows, if necessary, replacement of the entire process or just step failed. This treatment considered

ties and the treatment plant so it performs the following functions:

even if the discontinuity of the

*DOI: http://dx.doi.org/10.5772/intechopen.89058*

in the total discharge will be reduced.

where daily volumes in excess treat tens of m3

contains the following five basic treatments [27–31]:

possible mergers with minimal variations.

overload of other storage.

and treatments.

special cases.

injection in the treatment reactors.

The storage to consider is divided into three types of storage:

adaptable.

treatment.

*Characterization and Treatment of Real Wastewater from an Electroplating Company by Raw… DOI: http://dx.doi.org/10.5772/intechopen.89058*


For the global rejection we prefer a continuous physical–chemical treatment. This principle (continuous) is used in preference to batch treatment by tarpaulin, where daily volumes in excess treat tens of m3 even if the discontinuity of the process provides some security and facilitates the monitoring and treatment by visual inspection of each analytical or steps prior to discharge. It allows, if necessary, replacement of the entire process or just step failed. This treatment considered contains the following five basic treatments [27–31]:

	- A buffer role with regard to changes in volume and mass charges from workshops, and a reserve sufficient to accommodate the effluent during the treatment.
	- A perfect separation between the different components of the effluent.
	- A minimum hydraulic capacity, allowing the complete filling of the reactor treatment at the launch of the operation with the more regular flow of possible mergers with minimal variations.

The storage to consider is divided into three types of storage:


The storage times are equipped with means for adjustment and control of flow injection in the treatment reactors.

2. liquid–solid separation step that gets rid of the effluent MES and some insoluble elements [31]; it is installed mainly concentrated after storage. The liquid–solid separation of sludge is achieved by settling, both phases are separately drained.

*Recent Advancements in the Metallurgical Engineering and Electrodeposition*

From this study, it follows that the rates baths variation is random. This makes the adaptation of a method for processing or recycling of waste water very difficult. In conclusion, we must control the flow based on the minimum and maximum

Handling treatment facilities are numerous, these some examples of treatment

Physical–chemical treatment is to continuously purify the various effluents as

• Physical–chemical batch which is to purify the effluent by tarpaulin, it is to say by successive and constant volume in the same reactor of suitable sequences [16].

values recorded by installing a storage buffer.

*Average flow rates of rinses for different metals.*

*Monitoring rinsing flow flows as a function of time.*

**6. Description of procedure for treatment**

when they are produced to reject them in permanent rates.

The process is a combination of the following basic treatments:

courses of this type of release:

• manure storage

**Figure 7.**

**Figure 8.**

• basic treatment

• Final Control

• additional treatment

**120**

3. Neutralization, this phase is on the middle that is, the characterization studies have shown that most of the pH is close to 5.99 with an average 6.01 except a few exceptional cases. From then this step will be in most of the day exceeded even in the case of the neutralization of dilute effluents at the exit of treatment, discharge will be clarified concentrated alkaline after treatment and then joined the others in terms of diluted effluent neutralization.

4. Specific Treatment: The treatment methods are defined in terms of chemical elements in the flue. In most cases, the courses include.


But all these steps, we offer the reactors filled with raw chitin from shrimp processing is done in series with at least two reactors. Power through the discharge is from the bottom up to ensure the best conditions of contact. Similarly we must always place two reactors relief and it is also a book containing alternating chain also at least two presidents to keep the operation continues.

5-Treatment of sludge generated once the carrier material is saturated, the sludge is then pumped out regardless of the waters. This sludge can be regenerated by an acid or recycled in building materials [32], such transactions may take place after dehydration on a filter press which the design is based on the mass flows of raw material and insolubilized in the reactor.
