Data Bank

 

Pool and Insulation Knowledge Base

1. STANDARD APPLICATION

This Standard, all pool types, fresh water, sea water, healing water, mineral water, thermal water pools and hot massage pools containing valid. Is not mandatory for private family pools.

 

2. Purpose of the standard

The purpose of this standard, the pool water quality, health, safety and aesthetic problems in terms of human health by providing accurate and constantly to make. This purpose, but with the right capacity and quality equipment selection, operation, and can be reached by complying with the requirements of the transactions referred to as a control.

 

3. GENERAL PRINCIPLES

This standard, describes the requirements for disinfection and water treatment technique. Cleaning or pollution of the water depends on the amount of impurities in the water. Swimmers and micro-organisms from the environment, are not articles of pool water disinfection oxidizing participating. Disinfectant and algae and micro-organisms, pesticides do not have at least 30 seconds should coli. Substituted pool or other sources (such as dust, etc.). Incoming and suspended in water (= colloidal) condition based on the micro-organisms and organic pollutants in water treatment (= treatment) are removed via the water.

To do this:-Agglomeration (settlement)

-Filtration

-Oxidation + Disinfection

Combination of procedures are needed. The pool water disinfectants should be the minimum required concentration. Chemicals used for disinfection referred to in this standard only. Concentration of substances not removed by water treatment system, are kept within the limits set by the addition of water.Effectiveness of disinfection depends on the accuracy of the preparation and circulation of the water in the pool. Circulation, the parameters of the water in the pool to be the same everywhere (Mixture) away from the system should provide the shortest path to organize and pollution. The preparation and the requirements of the pool water, pool, dish shape, hydraulic system, water treatment method combinations, measurement and control systems for process control, hygiene as a parameter free chlorine, combined chlorine and free chlorine or pH value, redox voltage and pH-value areas such as subject to the action of.This is consistent with the power of a pool facility; hygienic demands, allows you to provide a secure way up to the rated load. Mineral waters, taking into account the additional measures must be taken of the water feature.

 

4. CONCEPTS

Table 1

4.1.	Swimming pool facility	For the preparation of swimming pool water swimming pool, equipment, people and the totality of the technical facility.
4.2.	Swimming Pool	In one or more people at the same time or time intervals with a constant flow of large liquid bath.
4.3.	Water preparation	For the treatment of pool water is to fit the intended use and the specific requirements.
4.4.	Disinfection	With oxidizing agents Disinfection is the elimination of micro-organisms.
4.5.	The pool water	The water in the pool.
4.6.	Filtered water	Form the filtered water
4.7.	Fresh water	Prepared in a mixture of water after disinfection agent.
4.8.	Taşırılan water	Water surface mobility (fluctuations) and the water is flowing through the overflow channel.
4.9.	Overflowing water	Depending on the raw water overflowing the upper surface of the pool circulation.
4.10.	Raw water	Sent to the water treatment plant water. (Returning to the pool water)
4.11.	Fill the water	The water used for filling or additions.
4.12.	Waste water	Discharged from the filter backwash water.
4.13.	Water pollution	Which entered into pool water, inorganic, organic substances and microorganisms.
4.14.	Pool circulation	Inlet and outlet of the water in the pool with the mixing and delivery stages of the soluble, disinfectant rid of impurities affecting the distribution and circulation in the pool
4.15.	Delay	Delaying the disposal of impurities from the pool
4.16.	Method combinations	All of the stages of preparation and disinfection methods
4.17.	Standard pollution (E)	As long as a man at the pool of potassium permanganate oxidation of pollution left by the value defined by the average per capita amount of oxygen demand.
4.18.	User frequency (n)	The frequency change per hour in the pool swimmer.
4.19.	Think of per capita pollution (b-value)	The effect of oxidation of clean water, no-load running less than or equal to the effect of oxidation on condition that the facility was clean and the difference in the effect of oxidation of raw water pollution is the ratio of the standard. Commemoration of each requirement is provided for the calculation of pollution, pollution per capita is the highest.
4.20.	Rated pollution (N)	The basis for dimensioning the number of people per hour. Corresponds to the circulation of pollution and clean water depends on the person.
4.21.	Water pre-treatment methods of preparing the power of combinations of	Between raw and clean water; Chemical Potassium permanganate oxidized tiveness of physical microbiological complied with the requirements defined by the difference.
4.22.	Hygiene-auxiliary parameters	Free Chlorine, Chlorine bound, redox voltage, pH value.
4.23.	Per capita water area (a)	Calculated for a person the water area (surface)
4.24.	Specify the load factor (k)	1m3 clean (prepared) the number of people falling into the water.

 

5. CHARACTERISTICS OF WATER

The characteristic properties of water are used to investigate the 266'dan TSE related to drinking water.

The other research methods are used for sea and mineral waters.

Fresh water samples taken before entering the pool. The edge of the pool water samples of 50 cm. from a distance of 30 cm. are deeply.

 

5-1 Filling Pool Water Qualities

Fill water; permitted is common and widespread hygienic qualities of water, otherwise these conditions at water treatment must be arranged separately. With the aim of filling the following values are used in the preparation of the water in question is exceeded.

Iron 0.1 mg / l

Manganese 0.05 mg / l

Ammonium 2 mg / l

P polyphosphate 0.005 mg / l

 

5-2 to the pool water and the pool was clean (prepared) water qualities

Table 2: Clean water and pool water qualities

USE AREA	GROUP No	PARAMETER	UNIT	CLEAN WATER		POOL WATER
				min	max	min	max.
General	5.2.1.	Microbiological Properties
	5.2.1.1	The number of colonies (20 + -2) C	1/ml	-	20th	-	100
	5.2.1.2	The number of colonies (36 + -1) C	1/ml	-	20th	-	100
	5.2.1.3	Algae coliform (36 + -1) C	1 / 100ml	-	*	-	*
	5.2.1.4	E.koli (36 + -1) C	1 / 100ml	-	*	-	*
	5.2.1.5	Pseudomonas aeruginosa (36 + -1) C	1 / 100ml	-	*	-	*
	5.2.2	Physical and Chemical Parameters
	5.2.2.1	Colour (l = 436nm while the determination of the spectrum of absorption coefficient)	1 / m	-	0.4	-	0.5
	5.2.2.2	Turbidity (90 degree angle, the scattered light measurement, depending on formazin standard suspension turbidity value TE / F)	-	-	0.2	-	0.5
	5.2.2.3	Sharpness		-	-	Clearly seen the bottom of the pool
	5.2.2.4	a-fresh-water pH	-	5.6	6.7	5.6	6.7
		b-sea water	-	5.6	8.7	5.6	8.7
	5.2.2.5	Ammonium (NH 4 +) concentration	mmol/m3 mg / l	- -	05.05 0.1	- -	05.05 0.1
	5.2.2.6	Fill nitrate (NO 3 -) concentration on the nitrate concentration in addition to	mmol/m3 mg / l	- -	- -	- -	322 20th
	5.2.2.7	Filler other than water that can be oxidized to +2 + Vll Mn in the amount of oxygen (A)   KMnO4 on the use of filling water (A)	mg / l       mg / l	-	0       0	-	0.75       3
	5.2.2.8	3.5 m.KCl calomel electrode redox value (B)
	5.2.2.8.1	For fresh water
	a)	6.5 <= pH value = <7.5	mV	-	-	700	-
	b)	7.5 <pH value = <7.8	mV	-	-	720	-
	5.2.2.8.2	For marine waters
	a)	6.5 <= pH value = <7.5	mV	-	-	650	-
	b)	7.5 <pH value = <7.8	mV	-	-	670	-
	5.2.2.9	5.3 m.KCl Ag / AgCl electrode redox voltage (B)
	5.2.2.9.1	For fresh water
	a)	6.5 <= pH value = <7.5	mV	-	-	750	-
	b)	7.5 <pH value = <7.8	mV	-	-	770	-
	5.2.2.9.2	For marine waters
	a)	6.5 <= pH value = <7.5	mV	-	-	700	-
	b)	7.5 <pH value = <7.8	mV	-	-	720	-
	5.2.2.10	Bromide / iodide and chloride containing the amount of 5000 mg / l for waters with more than Redox voltage (B)	mV	-	-	Limit value is determined by experimenting
Flock + FLTR + Chlorine	5.2.2.11	Free Chlorine	mg / l	0.3	as required	0.3	0.6 (C)
A combination of	5.2.2.12	Residual Chlorine
tion	a)	6.5 <= pH value of <= 7.2	mg / l	-	0.3	-	0.3
	b)	7.2 <pH <= 7.8	mg / l	-	0.5	-	0.5
Flock + FLTR +	5.2.2.13	Free Chlorine and Klordioxid (total)	mg / l	0.3	as required	0.3	0.5 (C)
Chlor-klordi	5.2.2.14	Residual Chlorine
oxide	a)	6.5 <= pH value = <7.2	mg / l	-	0.2	-	0.2
A combination of	b)	7.2 <pH value = <7.8	mg / l	-	0.4	-	0.4
tion (D)	5.2.2.15	Chlorite	mmol/m3 mg / l	- -	5.1 0.1	- -	5.1 0.1
Flock + + Ozonl FLTR.	5.2.2.16	Free Chlorine	mg / l	0.3	as required	0.2	0.5 (C)
+ Active	5.2.2.17	Residual Chlorine
Charcoal filter. +	a)	6.6 <= pH value of <= 7.2	mg / l	-	0.1	-	0.1
Chlorine	b)	7.2 <pH <= 7.8	mg / l	-	0.2	-	0.2
Tion of combinations of	5.2.2.18	Ozone	mg / l	Active coal filter - 0.05
General	5.2.2.19	Hot massage pools (Whirl-pool) Free chlorine Residual Chlorine	mg / l mg / l	0.7 according to the requirements 0.2		0.7 -	1.0 0.2
(*) Can not be proof (A) Preparation of water oxidation value, the value will be at less than the value of the filling water oxidation, oxidation of the filling water is 0.5 mg / l O2, or 2 mg / l is less than this value are considered KMnO4'den. (B) Redox voltage measurement with a fixed continuous measurements to obtain the measurement and recording devices. Margin of error: + -20 mV'tur. Preparation of large deviations from these values ​​are tested device processing. (C) Microbiological qualifications may need to provide reasons for this are high concentrations in certain operating conditions should be investigated and corrections. (D), chlorine dioxide, sodium chloride in the water phase ratio of 10:1 by weight of elemental chlorine etkimesiyle prepared at point of use.

 

 

Table 3: Agglomeration (flocculation) of the pH value and the permissible ingredients of iron, aluminum quantities

USE	GROUP No.	FLOCK MATERIAL	UNIT	CLEAN WATER.		WATER POOL.		RAW WATER.
AREA				min	max.	min	max.	min	max
Agglomeration		PH VALUES
operations	5.2.2.21	Alüminyumsülfat	-	-	-	-	-	5.6	2.7
All combinations of	5.2.2.22	Alüminyumklorür-Hexahidrat	-	-	-	-	-	5.6	2.7
tions	5.2.2.23	Sodyumalüminat	-	-	-	-	-	5.6	2.7
for	5.2.2.24	Hidroxiklorür Aluminum, Aluminum hidroxikloridsülfat	-	-	-	-	-	5.6	4.7
	5.2.2.25	Iron-III-chloride Hexahidrat	-	-	-	-	-	5.6	8.7
	5.2.2.26	Demirkloridsülfat solution	-	-	-	-	-	5.6	8.7
	5.2.2.27	Ferric sulphate	-	-	-	-	-	5.6	8.7
		The remaining amount
	5.2.2.28	Aluminum	mmol/m3	-	3	-	3	-	-
			mg / l	-	0.1	-	0.1	-	-
	5.2.2.29	Iron	mmol/m3	-	0:18	-	0:18	-	-
			mg / l	-	0:01	-	0:01	-	-

 

6. MATERIALS NEEDED FOR DISINFECTION OF WATER PREPARATION and

The following chemicals for water treatment and disinfection must be given the correct dose. Disinfecting agents are specified in this standard and auxiliary materials, its concentration and the amount of the active ingredient, depending on the type;

Present no hazard and risk-swimmers and staff,

-Preparation and disinfection of water does not hinder,

Does not otherwise affect the materials-the pool is available.

 

6-1 Disinfection Equipment

Disinfection Disinfection methods within the framework of the substances referred to in section 7.4 is dosed.

a) Chlorine gas

b) the chlorine-chlorine dioxide in Table 2, footnote D 'Pay attention to.

c) Sodium hypochlorite.

d) at least 65% calcium hypochlorite Ca (ClO) 2, and concentrations of 5-10% solution

e) The use of sodium hypochlorite by electrolysis of NaCl at

f) Use of chlorine gas by electrolysis of NaCl at

 

6-2 Agglomeration and Other Water Preparation Materials

Agglomeration (precipitation), and methods within the framework of Chapter 7 for the preparation of water is dosed ingredients.

a) Aluminum sulfate

b) Alüminyumklorür-hexahidrat

c) Sodium aluminate

d) Alüminyumhidroxiklorür

e) Alüminyumhidroxikloridsülfat

f) Iron (III)-chloride-Hexahidrat

g) Demirkloridsulfat

h) Iron (III)-sulfate

I) Ozone

k) Activated charcoal powder

l) Kieselguhr

 

Adjusting the pH value of 6-3 materials

dosed to adjust the pH of the following items.

a) Caustic soda

b) Sodium carbonate (soda)

c) Sodium bicarbonate

d) sodiumbisulfate

e) muriatic acid (acid)

f) Sulfuric acid

g) Carbon dioxide

 

7. WATER DISINFECTION METHODS IN PREPARATION and COMBINATIONS

Agglomeration (settlement) and fully water-insoluble substances in pool water can be filtered by the colloids and brought into the situation. Diatomaceous earth and activated carbon composite effect gives the same result. Oxidation of a portion of the filter effect can not be fully dissolved substances are destroyed by disinfectants (= wet combustion). Substances that can not be fully soluble reaction products of oxidation and increase the pool filter and the addition of fresh water are kept in balance.

Water treatment method of preparing strength is as follows:

DQx · V = M · P

VIIÞ DQx Mn = Mn II oxidation of raw and clean water value difference, g/m3

V = volume of clean water, m3

E = Standard water pollution, g.

P = Swim (person) Number

Here the combination of a method of pollution per capita (b-value) of section 5.2 are observed in the values ​​of clean water exits as follows:

b = DQx / E = P / V, 1/m3

On the basis of the standard of pollution is as follows: 1 g O2 (= 4 g KMnO4)

Norms combinations of these methods are not only filters the appropriate norm. Swimming facilities hygienic help dökümanlaştırılan values ​​in one operation, operation log, brought to the legal obligations hygiene data is collected, it can be proved are tabulated and business assurance.

 

Think of combinations of pollution per person for 7-1 Method

7-1-1 combination that provides technical requirements for Chapter 7-2, which is a method for Flocculation + Filtration + Chlorination: b = 0.5 1/m3

7-1-2 combination that provides technical requirements for Chapter 7-2, which is a method for Flocculation + Filtration + chlorine-chlorine dioxide: b = 0.5 1/m3

Section 7-2 and 7-3 is 7-1-3 combination method, providing the technical requirements Flocculation + + Ozone + Activated Carbon Filtration for granular filtration + chlorination: b = 0.6 1/m3

 

Filter installation and technical requirements needed to pelleting 7-2.

 

Agglomeration 7-2-1 Filtration

Pelleting substances are used in section 6-2. Section 5-2, PH-value of Topallayıcıların given in Table 3. Acid capacity of 0.7 mol/m3 constantly must be greater than. Sufficient amount of water to fill çökeltmesini hydroxyl or hydrogen carbonate ions, sodium carbonate must be added.

 

7-2-2 FILTER

Single-layer filters or water filters 7-2-2-1 TSE 737.

Single-layer sand filter, group, and filter for the speed of the particle layer height values ​​in Table 4 are valid. TSI 737 specified in this standard applies to water filters. These values refer to the TSE 737

 

Table 4: SINGLE LAYER FILTERS FILTRATION RATE FOR THE PARTICLE GROUP-LAYER HEIGHT-

	Unit	Open Filters	Off Filters
Grain Group	mm	0.50 up to 1.0 or 0.71 to 1.25 up to or 1.0 to 1.6 up to
Layer Height (*)	m	³ 0.9	³ 2.1
Space is	m	More than 25% of + 0.2 m in height Filtremateryal
Filter Rate (*) a) Fresh water for the b) the sea and the salt is> 2000 mg / l for water	m / h	£ 12 £ 8	£ 30 £ 20
(*) Mineral water filter for speed and layer height are tested in

 

7-2-2-2 multi-layer filters

Multi-layer group filters and filter for the speed of the particle layer height values in Table 5 are valid.

 

Tablo5: GROUP OF MULTI-LAYER HEIGHT OF PARTICLE FILTERS and FILTER FOR SPEED

	Unit	Open Filters	Off Filters
Grain Group Filter the lower layer of material: Sand according to DIN 19623'e	mm mm £ ³	a) from 0.4 up to 0.8 b) 0.63 to 1.0 up to c) 0.71 to 1.25 up to
Tab to the top of the filter material. Anthrazitkömür, pumice / lava	mm	a) from 0.8 up to 1.6 b) 1.4 to 2.5 up to
Height of a layer of sand Anthracite height Space is	m m m	³ 0.6 ³ 0.4 + 0.2 m more than 25% of the total height of the filter material	³ 0.6 ³ 0.6 + 0.2 m more than 25% of the total height of the filter material
Filter speed a) Fresh water for the b) Water and salt is> 2000 mg / l for water	m / h	£ 15 £ 8	£ 50 £ 20

 

Materials in Table 5, only, operating conditions can affect health and disrupt the concentration of the preparation and disinfection substances are known to be used ispatlanırsa dissipate experiment.

Note: Layer support elevation data layer taken into account. Please note that the data of the manufacturer.

 

7-2-3 Single and Multiple Backwash Filters

Organic matter and micro-circulation contamination during filter backwash kept away from the filter medium is required.

To ensure proper sanitary conditions of the water, regardless of the time of study of at least 1 time per week (Outdoor facilities environmental conditions, intensity of use, and other predisposing factors also should be considered.) Should backwash. According to the rules of a reverse washing with

increasing the effectiveness of the filter to obtain the correct water quality (chemical physical and microbiological point of view). Regular and adequate flushing is very important. It is recommended that a filter to automatically reverse scrubbing. And installation process should not be impeded backwash backwash water safely away from the system and ensure that all of the. Balance of backwash water required for the completion of the store who are always available and automatically secure the diminishing portion should be. Build-up of waste water dish can be made ​​where necessary.

 

The valid values ​​for a single-layer filters backwash 7-2-3-1:

With grain example 0.71 - 1.25 mm are selected.

Preparation:

Washing program:

Step 1: Back flushing ~ 5-7 min. Water speed ~ 50 m / h

Phase 2: The first filtration shipped to channel water (rinse): ~ 3 min.

Step 3: Ensure the proper functioning water treatment plant

 

7-2-3-2 Single Layer Sand Filters Reverse Yıkamasındaki Water Supply:

In general, a washing cycle the volume of washing water to the surface of the filter 1m2 ~ 6 m3.

 

7-2-3-3 multi-storey Backwash Filters:

Single-storey multi-storey main principles of washing the filters in the filter applies. The water temperature was 25 degrees Table 5-a 'combination of materials for water rate from 35 to 40 m / h, and b' for the water velocity in the material combination from 45 to 60 m / h can. Water speed and wash time, placed the filter and wash water temperature is selected according to the types of material.

 

7-3 Required Technical Requirements for Ozone

Flocculation + filtration + Ozone + Activated charcoal filtration + chlorination

The valid values ​​for the combination of: (Ozone is generally recognized producer organizations appliance must be proven.)

 

7-3-1 Agglomeration: The values ​​in Table 3 are valid.

7-3-2 Filtration: The values ​​in Table 4 and Table 5 are valid.

7-3-3 Ozone (O3): Water temperature is 28 pounds C 0.8-1 g/m3

7-3-4 Ozone (O3): Water temperature is 28 C ³ 1.0-1.2 g/m3

Thoroughly mixed with ozone in the reaction time of 2 min ³ 7-3-5 .. The length of the reaction improves the quality of the water.

 

7-3-6 for the grain group Activated charcoal, packing density and layer height:

With activated charcoal particles 7-3-6-1 :1-3 mm.

7-3-6-2 Compression density:> 350 g / l.

7-3-6-3 Layer height: 0.5-0.7 m.

Halving the length of 7-3-6-4 for chlorine: <10 cm.

7-3-6-5 ³ edited sand layer height of 0.6 m. Layer of sand grain group: 0.71-1.25 mm.

7-3-6-6 Filtration rate £ 50 m / h

Exclusion 7-3-6-7 space: 30% of the filter material, the height of + 0.3 m.

 

7-3-7 Charcoal filter backwash

7-3-7-1 filter cleaning should be done at least once a week.

7-3-7-2 Cleaning Program: As an example, the particle of 1-3 mm. and wash water are selected.

Phase 1: Water wash 3-5 min. Water speed ~ 50 m / h (with ozone water washing time: 2-5 dak.su rate £ 50m / h)

Phase 2: Rinse: ~ 3 min.

Demand for water for washing 7-3-7-3: ~ 6 m3 / 1 m2 filter surface

 

7-4 Disinfection

Pislendiğinden microbial impurities and clean the water in the swimming pool water and pool water constantly, preparing an effective disinfection process must be supported. 30 sec for effective disinfection.3 in logaritmalık E.Koli 't kill rate should be maintained. The effect of pool water disinfection agents should be stable with the effect of other chemical substances.

 

7-4-1 disinfection agents

Substances are used as a disinfectant in chapter 6-1.

 

7-4-2 Method of Chlorination

 

7-4-2-1 chlorine gas method

This method is the use of gaseous chlorine to understand. Chlorine gas injectors operate on the principle of vacuum in terms of safety. Swimming pools need chlorine gas dosing indirect. Using a syringe from a mixture of chlorine gas and the chlorine solution into the pool water is dosed. Increasing the acidity of the water changes the pH of this solution Dazlanan.

Carbonate hardness is enough chlorine in the pool water of HCl neutralized melt. Carbonate hardness is not enough chlorine in HCl solution to neutralize acidic kabtan should be filled with marble gravel. Klorgazı dosage plants dosage system, which automatically cuts the tube change is needed. Chlorine gas dosing equipment installation, operation and operation must be reliable.

 

7-4-2-2 Sodium Hypochlorite Method

Disinfection of swimming pool water for the commercially available 150 g / l concentration of sodium hypochlorite solution or sodium chloride solution (sofratuzu çözelisi or sea water) which is obtained elektroliziyle 2-8 g / l of sodium hypochlorite concentration solutions can be used. NaClO solution is limited durability. Light, heat and dirt with the effect of pool water sodyumhipoklorid constantly decreasing. It should be noted during dosing and storage. Providing clean water will melt Sodyumhipoklorid dosage pump. If hard water can clog injector NaClO vaccination. Also, the pool makes the water alkaline pH value continuously. Sufficient acid to adjust the pH value is needed. NaClO is obtained by electrolysis of pool water increases the amount of sodium chloride. It should be resistant to corrosion in equipment for the preparation of water.

 

7-4-2-3 method Kalsiyumhipoklorid

Kalsiyumhipoklorid (granules, tablets) at least 65% of Ca (ClO) 2, and should contain about 5-10% water. Of calcium hydroxide and calcium carbonate as well as substances found in 7% unresolved. Kalsiyumhipoklorid 1-5% should be applied in solution. Alkaliktir and the formation of calcium carbonate in solution with water in the pool at the pool is hard precipitation increases, vaccination leads to injector clogging.

 

7-4-3 dosage of chlorine and chlorine plant capacity

In order to avoid under-or over dosage of chlorine, chlorine dozlanmalıdır according to need. Based on the amount of chlorine in the pool to automatically adjust the concentration of free chlorine in pool water control unit is foreseen. Chlorine equipment capacity should be determined by the following principles.

For indoor pools: 2 g Cl2 / 1 m3 of clean water

Outdoor pools: 10 g Cl2 / 1 m3 of clean water

 

8. WATER CONTROLS quality of

8-1 controls the time intervals: in accordance with Section 8-3;

Indoor pools: at least 1 time per month

Outdoor Pools: at least 2 times a month

 

8-2 Water sample collection areas:

The pool water: a region close to the upper surface, about 50 cm away from the edge of the pool and 30 cm. deeply.

 

8.3. Trial (Research) Scope of Work:

The scope of experiments to be conducted in accordance with the following general minimum data in tables 6 and 7, and the parameters of interest.

Description of the sample (Sample ID):

Sample date (day, month, year, hour):

Pool (name, address):

Pool Description and Type (according to 9.bölüme):

Pool Area (m2):

Pool Volume (m3):

Circulation flow rate (m3 / h):

 

Chemicals used in:

Chemical	Market Name	Description of Item
Flocking Article
Disinfectant
to adjust pH value
Others

 

Number of people using the pool so far on the day of sample receipt (according to the operator):

In addition to the outdoor pools:

On receipt of samples weather:

Air temperature (C):

The previous day's weather:

 

Table 6: TABLE 2 and 3 SCOPE OF PARAMETERS OF WATER CONTROL

TABLE 2-3, ACCORDING TO THE GROUP No.	PARAMETER	FILLING THE WATER	CLEAN WATER	POOL WATER	RAW WATER
5.2.1.1	Colony Count (20 + -2) C		+	+
5.2.1.2	The number of colonies (36 + -1) C		+	+
5.2.1.3	Algae groups (36 + -1) C		+	+
5.2.1.4	E.koli (36 + -1) C		+	+
5.2.1.5	Pseudomonas aeruginosa (36 + -1) C		+	+
5.2.2.3	Sharpness The water temperature			+ +
5.2.2.4	PH value			+	+
5.2.2.5	Ammonium Concentration	+		+
5.2.2.6	Nitrate Concentration	+		+
5.2.2.7	Oxidation	+	+	+
5.2.2.8,5.2.2.9	Redox voltage (A)			+
5.2.2.11,5.2.2.13 5.2.2.16,5.2.2.19	Free Chlorine		+	+
5.2.2.18	Ozone (C), (E)		+
5.2.2.12,5.2.2.14 5.2.2.17,5.2.2.20	Residual Chlorine		+	+
5.2.2.15	Chloride (B)			+
5.2.2.28	Aluminum (C)			+
5.2.2.29	Iron (C)			+
	Chloride	+		+
	Sulfate (C)	+		+
	Phosphate (D)	+		+
(A) property measurement value display will be read. (B) the use of chlorine-chlorine dioxide method (C) using the appropriate additions (D) for the evaluation of pelleting (E) Activated Carbon granular filter output

 

 

8.4. Its control and operation of the business book keeping

Head-to-business-day business book is kept. The data in table 7 are handled in this book.

 

Table 7: Determining the Required Data Logging for Your Book

Nr.	Business Data	Unit	Specifying the time, the runtime,
			Beginning	Mid-	The End
1	Number of people using day Pool	1 / Days			+
2	The amount of water added daily filling	m3/day			+
3	Circulation flow rate for each pool	m3 / h	+	-	-
4	Circulation pump run time	h / day	-	-	+
5	Each pool water temperatures	C	+	-	+
6	Filter reverse scrubbing time	h, min.
7	Reverse differential pressure after washing	bar
8	Adding variety and Dissipation of materials a) disinfectant b) other materials required by a combination of Methods	kg / day kg / day
9	PH of each pool	-	+	-	+
10th	Each free chlorine in the pool	mg / l	+	+	+
11th	Each bound chlorine in the pool	mg / l	+	+	+
12th	Raw water, acid capacity K S 3.4	mmol / l	1 week
13th	Redox voltage of each pool	mV	+	+	+
14th	Cleaning a) Swimming pool - The base - The side wall b) Children's pool c) massage pool d) Leg press pool e) Cold water (Shock) pool f) Hot pool g) the overflow channel, h) Reserve tank		daily weekly daily weekly daily daily, weekly, monthly weekly 6 months
15th	Faults (time / type / Measures Taken)	h, min.

Free chlorine, combined chlorine, pH value and redox measurement devices which continuously measures the voltage measured once a day compared with the control. Containers should not be used as photo-metric measurement of free and bound chlorine.

Note: due to the special conditions on the use of the construction of the pool, additional periodic checks required by the producer can be added to business book.

 

9. TYPES OF POOL and CIRCULATION (CLEAN WATER) INCLUDED IN THE CAPACITY.

1.9 Types of Swimming pool

You only need to use this standard has been mentioned qualities. Unless otherwise stated in the following paragraphs for pool water temperature up to 32 C are valid.

9.1.1. Diving Pools

Diving pools depth of at least 3.4 m. should be.

9.1.2. Deep pools

This type of depth pools must be more than 1:35.

9.1.3. Changing the depth of pools

Search by varying the depth of the base pools are height-adjustable. However, completely or in part in the depth of water can be changed according to need. Water depth from 0.30 m up to 1.80 m can be changed.

9.1.4. Wave Pools

Wave pools, water depth, water drained and replaced with filling and storage of the volume difference. All parts of the pool, including wave room should be continuous circulation of clean water. If a repository is used to change the level of the pool water and the water remains in the tank and this is more than 20 minutes should be included in the circulation of clean water. In no event shall the amount of free chlorine in the tank must not drop below the value of pool water.

9.1.5. Shallow pools

The depth should be between 0.6 m and 1.35 m.

The attractions of 9.1.6.Su Pools

Cinemas and theaters, such as underwater massage stations, bottom jets, discharge channels, counter-current swimming and massage facilities, etc. should be operated only with the pool water, or clean water.Pool water in contact with water or air in the system is not running systems and channels with a stream of clean water or swimming pool water must be provided. For small water systems is not mandatory.

9.1.7. Pools and Water Slides Water Slides • Low Slope

Depth pools for water slide water area at least 1.0 m and 4.0 x 8.0 m. Water slides, pool water, or clean water should be used only. Less than the slope of the water slides should be operated only with clean water.

9.1.8. Children's pools

These pools up to 0.5 m depth. should be.

9.1.9. Foot Washing Pools

Should be between 0.1 m and 0.15 m depth. Route should be planned so that people will enter the pool.

9.1.10. Small Pools

Areas should be small pools up to 96 m2. Shall be established in accordance with a rated load of less.Nominal load capacity increases compared to the circulation.

01.09.11 Massage pools

Massage pool, hot water, air bubbling with push and at the same time or separately, in which the people, in which a continuous circulation of clean water wells. Water temperature up to 37 C.

9.1.11.1.Masaj pool (Detached)

Detached massage pools, users will not be able to pass other pond plants in shape. Massage seats, clear pools, users must be arranged. Place of residence for at least 0.4 m3 volume of each pool must be available.Volumes of less than 1.6 m3 and the maximum water depth of 1.0 m.

By the number of seat massage pools, water volumes are given in the following table.

 

The volume of water to massage pools (Independent user)

Number of Seats P	Volume V m3	Tolerance
4	6.1	+ -0.2
5	2.0	+ -0.1
6	4.2	+ -0.1
Greater than 6	P x 0.4	+ -0.1

 

9.1.11.2.Masaj pools (Combined Use)

Combined use, massage pools, a swimming pool and swimmers were in the pool volume according to the wishes of the kullanabilirler.Tek less than 1.6 m3 each and every massage, water depth up to 1.0 m.Preparation equipment by increasing the capacity of such facilities in accordance with the swimming pool or in a separate preparation plant operated with preparation plant.

9.1.12.Terapi Pools

Water depth should be at most 1.35 m. The method should be a combination of ozonation stage of preparation plant Motion pools. The water temperature should be about 35 ° C.

1.9.13. Cold Water Basins (Shock pools)

Depths between 1:10 and 1:50, the water areas should be up to 10 m2. Not exceeding 2 m3 volume of cold water pools operated with a continuous flow of water in the filling. In this case, the water temperature should not exceed 15 ° C. Filling water, free chlorine in the pool value of 0.3 - 0.6 mg / l to be klorlanmalıdır.Akıtılmalı and filling with water from the overflow channel, the channel of running water must be replaced.Added to 60 l of water per person. not less than. The filling should be the base of the pool where the water discharge. Volume of cold water pools that are greater than 2 m3 of water treatment plant has to be.

9.2. RATED LOAD AND CIRCULATION FLOW FOR SWIMMING POOLS

Rated load in a pool, the pool underlying the design of a number of people who use the pool operating hours. The pool water surface area, the user frequency and the per capita pollution occurs the following equation.

N = A × n / a

N: Nominal load, 1 / h

A: The pool water area, m2

n's frequency, 1 / h

A: Per capita water area, m2

Combined use, massage pools, therapy pools are rated load N = Q × k according to Eq.

Q: Circulation flow rate, m3 / h

k:-load factor 1 / m3

Detached-to-massage pools, rated load N = n × P is calculated according to Eq.

P: Number of Seats: 1 seat corresponds to the volume of 0.4 m3 pool.

n = 3 1 / h

Rated load in a pool, it is placed in the pool and the pools which equals the sum of the rated loads.

Circulation flow rate, the volume of water circulating continuously in one hour in the pool. The required minimum circulation flow rate, plunge pools, deep and shallow pools Q = N / k = A × n / a × k is equality.

Excluding discharge channel, water attraction pools circulation flow rate is Q = N / k = A × n / a × k are equal and at the same time used for each circuit by 6 m3 / h is increased.

Capacity to maintain an adequate amount of disinfectant and the impurities remain in the pool to limit the load factor k, 0.6 1 / m3 reputation should not be over. (Chlorinated systems, 0.5, addition of ozone systems, 0.6)

Circulation flow rate is used as a separate massage pools account for each user, 6 m3 / h of water thought that they will be prepared. Instead of sitting in the volume of 0.4 m3 each pool recirculation flow rate of detection of exits given in table 8.

Combined use, massage pools, therapy, children, feet, cold water (shock) to the pools circulation flow rates are given in table 8. By changing the depth of the pools are shallow pools account. Stage two or more pools with water depth ranging from rated load and circulation flow account (wave pools, intermediate floors, swimming pools semi-variable) is calculated in proportion to the depth zones.

According to the circulation flow in shallow pools are pools, water slides, and each slide for 35 m3 / h ratio is increased. Result 60 m3 / h is less than this value if selected.

Pools, a swimming pool recirculation flow rates of recirculation flow rate equal to the sum placed in it. In Table 8 for each type of swimming pool water depth, per capita water area, rated load and flow rate of the circulation is given.

 

Table 8: Swimming-pool water depth, per capita water area, rated load and circulation flow rate

Pool Type	Water depth (M)	Per capita water area a (m2)	Rated load N (1 / h)	Circulation flow rate Q (M3 / h)
Skip pool	³ 3:40	5.4	0222 A	0222 A / k
Deep pools	> 1:35	5.4	0222 A	0222 A / k
Shallow pools, pools ranging from the depth of	0.6 - 1.35	7.2	0.37 A	0.37 A / k
The pools of water attraction	0.6 - 1.35	7.2	0.37 A	0.37 A / k + 6 P
Slide pools	1.0 - 1.35	-	-	For each slide (0.37 A / N) + 35, at least 60
Children's pools	£ 0.5	-	2 k × V	A / k
Foot washing pool	0:10 to 0:15	-	-	V
Small pool	£ 1.35	12.0	0083 A	0.25 V
Massage Pools (Private)	£ 1.0	1 seat	3 P	15 V
Massage pools (combined use)	£ 1.0	-	20 k × V	20 V
Therapy pools	£ 1.35	4	k × V	V
Cold water (Shock) pools	1:10 - 1.5	-	-	V

 

10. FLOW AND DISTRIBUTION SYSTEM

Task flow and distribution system, swimming pool swimming pool water treatment disinfection-circuit in the flow and distribution of water and the pool area is that to provide the transport.

As part of önlenemediğinden sedimentation pond pool water care must be absorbed süpürgeleriyle deposits every day. Elements that are required in order to ensure circulation of the pool, the water inlet (supply) system, recirculation lines, overflow channel, the overflow grille and the reserve tank 'stop. These elements collectively form a function. These elements, within the framework of the overall planning by trained technical staff designed to work together.

10-1 Water Movement

Input and output of water into the swimming pool, the water in the pool at any point should be addressed to allow for the exchange. This movement is a mixture of substances and impurities in the water recirculation participation ensures that the disinfectant. For every 6-8 m2 of the surface of the pool for a feed of this element should be considered. Preferably be placed in the bottom of the pool for a good mix of feed nozzles. Floor-to-ceiling placed feeds water to the surface 2mSS pressure to form a diagonal size of the aperture nozzles distribute and planned. In the horizontal direction the wall in the pool feeds, feed openings (rectangular pools) are placed in staggered the long edge of the pool. Distance between feeds most of the long edge 1/3 as much as u can. Otherwise, placed equidistant along the edge of the pool. The location should be approximately half the depth of the pool feeds. Diving pools should be placed on two rows of feed, 1 In the surface, 2 well as the depth of the bottom 1/3 third the mesafelendirilmelidir. Pump suction lines 1.0-1.5 m / s. ' should be established in such a way, and certainly the vacuum should not exceed. Discharge lines is 2.5 m / s. Do not exceed the speed limit. balance in the selection of the feed tank until the pump nozzles that all losses are taken into account. In order to ensure cleanliness of the water overflow channels should be built all around the pool, and the surface is possible by the overflowing waters of the total circulation of 100% must be at least 50%. Wave, wave pools, with the exception of when it is operating all the capacity you need to detention. Water velocity in the vertical overflow expense account more than 0.75 m / s should be taken. Slope of the main arteries to be taken in accordance with the overflow pipe water rates are as follows:

 

Slope	% 1	1.5%	% 2
Maximum speed m / s	0:55	0.75	1.0

 

Verboseness 10-2 Edge Pool Facility

Overflow, the overflow edge of the channel as an equal amount of water from the surface taşırılmasıdır continuous and all-round. Taşabilmesi constant and equal amounts of water from the pool for the entire length of the channel should be provided. Kot'ta be found everywhere around the pool overflow channel must be the same. All along the perimeter of the height difference should not exceed ± 2 mm.

 

10-3 overflow channels and Grill

As overflow channels in the pool recirculation, swimmers End Displacement and fluctuations in the transport of displaced water collected and the reserve tank. Love and hatred as well as for accumulation of water in the channel may help. According to the type of use is raised from the measured cross-section and channel output lines. According to the calculation of the amount of the total amount of sizing the overflow overflow channels to meet planned. Channel, in the form of free-fall from the edge of the pool water drains should be avoided. The geometry of the channel cross-section and around the pool and the upper grille to prevent water from leaking should be here. Indoor pools around the pool during the cleaning system of this channel is not directly drain the water to go to the pool must be provided.

 

10-4 Equilibrium Tank

The upper surface of the pool continuously to meet the equilibrium fluctuations in the amount of overflow, the overflow tank to be arranged.

Equilibrium fluctuation in the volume of reservoir overflowing with water + water + filter wash water swimmers taşırdığı creates. Reserve tank water filter reverse yıkamasında met. Balance tank water change should be the best way. Calculation method is given in section 17.

 

10-5 Addition of water to the pool

10-5-1 extra amount of water

Refreshing pool water for at least 30 liters per day for each swimmer. is the addition of water. This amount specified in Table 2 and 3 must not be provided is increased. Accounts, the amount of wasted water to wash new water filter is further taken into account.

 

10.5.2 Technical Equipment

Extra filling water systems clean water systems must comply with building regulations. The surface of the water balance tank should flow freely. Filling water system must be installed in automatic operation of the luminaire. In addition, in order to avoid overflow water level regulator and the addition of a sufficient amount of water to control water meter must be installed.

 

10-6 hydraulic system faults

Change the depth of the water of the pool or pools for the different needs of varying height-adjustable intermediate flooring, movable walls or bridges can be designed. With that special measures are required in order to fulfill the requirements of the capacity of the circulation. This type of flooring pools moving the deposited residues are required for moving the insertion device is a turbulence. Moving flooring (non-mechanical driven) deposits in the construction of the automatic control device used to clean the bottom cleaner (with the condition of operation of the pool is empty). Called for the establishment of pockets of the bottom of the pool wall sections can be adjusted in the use of the elements, pockets at the bottom to join it with clean water circulation must be provided. Fractionation of the depth of the water must be stored in water surplus. In order to avoid errors in hygienic water tanks and at the same time it stopped when the wave pool room is also the main water treatment systems should be included in the system.

 

11. POOL water heating

Water temperature, heat and material exchange between the human body and water effects. Plant ölçümlendirilmesinde table 10 in the values ​​taken into consideration.

 

Table 10 ANOVA based on the measured water facility will be used for heating water temperatures

Pool type	Max. water temperature
Deep, Shallow, jump, wave, Attraction, slide pools	26-28
Children's pools	26-32
Therapy pools	35th
Massage pools	32-36
Cold water (Shock) pools	15th

 

12, CONSTRUCTION ELEMENTS AND OTHER ACCESSORIES

12-1 Pumps

Inilmemelidir flow rates specified in section 9 for pump selection below. Can easily be placed in a place easily accessible for maintenance conducted on pumps. Maximum total loss of the filter resistance of the system, the pump discharge manometric determination of the height of the

is taken into account. The pump suction and press their mouths, valves and check valves must be installed.Pumps, pipelines, fittings should be selected nominal widths (TSE 1258). Pump suction and discharge lines should be planned closing tap manometers, by the pre-filter is protected against coarse impurities. Measures should be taken to avoid water pump. The electric motor should be TSE certified and protection class IP 54.Mounted on the pump operating hours counter, operation makes it easy to determine the time.

 

Filter backwash blower 12-2

Wash noise may occur during the operation of the air ventilator. Equipped with a safety system to prevent the reverse flow of water.

 

12-3 Piping

Piping, made ​​according to technical and hydraulic requirements. To prevent the formation of harmful installation of vacuum suction direction. For pipe material and pipe wall thickness depends on the selection of operating conditions. (Pressure, temperature, fluid chemical properties)

12-4 Fixtures

One of fittings, type and order, in the event that the entity is disabled (power failure), the machine will not be a danger to the environment and water, never setting should be selected.

 

12-5 Circulation Flow Measurement

Facilities where more than one filter, each filter in the filter operation and flow measurement devices for the control of separate reverse scrubbing required. In the case of more than one pool, the required amount of work the same circulation system should be planned for flow measurement devices.

 

Counter 12-6 filling water: water is added to control the filling of a water meter is required.

 

12-7 Electrode (precipitator) Dosing Plant

Agglomeration agent dosage, dosing pump is adjustable. Flock to a mixture of substances, for example, as far back as the middle of the tube fertilization (mixing) of turbulence injector can be placed. Dosing should be made ​​of corrosion-resistant materials. Proper dosing capacity and dosing plant for setting the circulation pump, a meter should be.

 

12-8 Maintenance: maintenance of all machinery-equipment and equipment must be located so easily done.

 

Table 11: Recommended Materials for Building Elements-mounting Groups

Const. / Mont Group	Area of Use	Material	Note
Filter pan	Water Assist Device	-Concrete, -Steel (Stainless). -Polyester. -Synthetic Article	Measure of corrosion protection, the nature of the temperature of the water (if any) is determined by the amount of ozone
Pipelines and pipeline components, pool construction elements	General Use	-Polyvinylklorür (PVC) -ABS -Polyethylene (PE) -Polypropylene (PP) -Stainless steel -Internal-coated non-alloy steel -Bronze casting.	Corrosion-resistant and water without compromising the quality.
	Disinfection Devices, Flocculation, PH Settings	-Polyvinylklorür (PVC)	See the locations for the installation of vaccination. Section 12-7
	Chlorine gas installations	-Alloy steel (non-chlorinated rubber or cadmium covered) -Copper (Cadmium covered) -PVC-PE (only used at low pressure.)
Pool complementary	such as: Stairs, starting handles, and so on.	-Stainless steel -Bronze casting. -Epoxy coated.
Fixtures	Disinfection Devices, Flocculation - pH Settings	-PVC and corrosion-resistant sealing materials
	Other Devices	-Steel and cast iron (corrosion-resistant coating) -Coated, Al. casting alloys -High-alloy cast iron -PVC -Stainless steel. -Bronze casting.
Pumps	Pump Body	-Cast iron. -Bronze casting. -Plastic Materials
	Pump shaft	Non-alloy steel with corrosion-resistant coating- -Stainless steel
	Wheel	-Bronze casting. -Synthetic material -Cast iron
Pre-filter	External container	With corrosion-resistant coating-alloy steel -Plastic Mat. -Cast Iron -Stainless Steel -Bronze casting.
	Other Mounts	-Stainless Steel. -Bronze casting.
Measuring Instruments	Circulating capacity of the measuring device	-Stainless Steel Non-alloy steel with corrosion-resistant coating- -Plastic Material -Bronze casting.
	Other measuring and indicator devices	-Corrosion-resistant metal-based materials; -Plastic Materials	A profile is made according to the intended use.

 

13. CORROSION CONTROL

The pool water is aggressive features. Especially in parts of vaccination (chlorine, Agglomeration agent, Acid), there is a risk of corrosion. Mineral waters of the sea and has its own due to the properties of the chemical compounds of the bodies of water can cause aggressive characteristics. Preventive measures should be appropriate to the properties of building components and propulsion type.

The experiences so far in Table 11 for groups of different installation types which are used in the material.

 

14. AUTOMATION

Swimming pool water according to the method to be stable, its hygienic characteristics required operating style. This circuit input and output stages of preparation and control of the business will be providing.Minimum amount of water and energy needs automation is also used.

 

14-1 Filter cleaning

Filter cleaning (reverse-washing) to the self-cleaning process automation is all upside down. The wash program to the pressure difference (filter resistance), initiated automatically or manually, depending on the filter run time is known.

 

14-2 pool filling water, nutrition

To compensate for loss of rev-daimindeki pool water, reserve water tank filling with water is fed into a control depending on the height.

 

Agglomeration 14-3 dosage of materials

Agglomeration material amount (dosage), the circulation flow and pollution (number of people per hour) depending on set. Can be taken as setting the size of the pool water turbidity.

 

Regulation of pH Value of 14-4

See for pH value. Tables 2 and 3 See also for pH regulating agents. Section 6-3. continuously to adjust the pH glass electrode pH measurement and automatic control of dosing device is required.

 

Chlorine Dosage 14-5

Chlorination of pool water, but the concentration of free chlorine in pool water can be done by checking automatically. Continuous measurement as the measurement signal is proportional to the concentration of the pool water that is used an electrode. (Eg amps metric measurement). Redox voltage alone is not suitable for this purpose. 2 bottles of auto switch from chlorine gas dosing should be done without any break. Outdoor pools chlorine concentration should be very careful in the selection will vary chlorine dosing equipment.

 

14-6 Maintenance

All measurements during operation, adjustment and maintenance of recording devices and the tasks they need to be checked on a regular basis. This maintenance is recommended to be done by companies to which they belong and control devices.

 

15. And POOL COVER POOL CLEANING

Materials in contact with the pool water (pool covers, nozzles, joint materials, etc.). Physical-chemical properties of the water and the water also affect the properties of micro-organisms should be unresponsive to plankton. Each type of textile-based coatings (including synthetic grass) can not be used. Lining of the walls of the pool daily and weekly cleaning of the bottom of the self-powered or connected to the vacuum line cleaners (pool cleaner) should be.

The bottom of the pool at least one time per year, and the walls of the pool drained and washed maddelerce disinfectant.

 

16. POOL DELIVERY

From the pool at the end of the first 4 weeks of receipt of all devices operating in accordance with in accordance with Building Regulations is re-checked.

 

17. FINDING BALANCE TANK VOLUME

To ensure continuous flooding from surface water, the quantity of water balance disorders should be a warehouse. Swimmers taşırdığı, circulation flow rate is due to the amount of the reserve tank overflow and backwash water is collected. Volume is determined by the following equations.

 

V = V v + V w + V R V v = 0.075. A / a V w = 0.052. A.10 -0.144. Q / l 6.A V R = F

V: Balance the total volume of tank V V: swimmers taşırdığı water volume, m3 (0075 m3 per capita average is taken.) V W : Fluctuations and circulation because of the overflowing water volume, m3 V R : The filter backwash (clean) used to (stored) water volume, m3 A: The pool water area, m2 A: Per capita water area, m2 (table 8) Q: Circulation flow rate, m3 / h l: the length of the overflow channel, m A F : The filter cross-sectional area, m2

 

Balance tank to be done in a regular flow. Volume pools, massage bathtubs utilized in the balance tank volume should be at least 2 times. The account balance tank should include at least the amount of water.Balance tank water mam automatically jump up to 2 hours a rigging will be met. V R calculation of the plants more filters can be done at different times, each process taking into account a filter backwash, instead of all the filter plant of the largest cross-sectional area A cross-section of the filter F. been accepted.Backwash the filters can not be a short period of time of completion of balance decreased water tank.Balance end of the water tank and pumps with a mechanism for the safe operation of water should be avoided.

 

 

18. POOL SIDE ROOMS AND TECHNICAL PLANNING AND CONSTRUCTION

In order to guarantee the system's functioning and constructional characteristics of the desired water conditions must be met. Planning requires the close cooperation of architects and engineers issue.Construction of rules and standards must be adhered to.

 

18.1. Pond Construction

Swimming pool swimming pool construction swimming pool geometry and hydraulics must be selected in accordance with technical requirements.

 

18.2. Balance Tank

May be closed or covered, should be open to the atmosphere and must be a safety overflow. Should be fully discharged and reaching for the cleaning process should not be a problem. Balance tanks must be below the water level in the pool. Thus, an adequate slope of the overflow lines are routed to the tank.

 

18.3. The surfaces in contact with water

The materials in contact with water (eg, swimming pool cover, pool cover, water slides and game tools, joints) should not affect the status of the water and the physical-chemical properties of water, microorganisms and must be neutral towards pitoplanktonlara. Bozmamalıdırlar-making process. Each type of textile coatings (including synthetic grass) can not be used.

 

18.4. Engine room

This technique is essential for economic operation determine the size of the rooms and equipment. For this reason, co-operation should be given to planning, construction and operation technique.

Entrance to the building and inside the building, equipment and transport routes are required to go through the doors of sufficient size to leave. Outdoor pools, especially the freezing machine rooms shall not be considered. (At least 5 ° C)

Adequate natural or forced havalandırılmalıdırlar as machine rooms. And the use of appropriate safety rules must be observed depending on the equipment.

The room was arranged according to the requirements of drainage preparation and disinfection facility.Illumination of the room stay out of trouble in the use of equipment should be minimal. Emergency exits and emergency lighting mechanism should also be considered.

The floors and walls of remedial operating conditions, materials, cleanliness and hygiene, taking into account the space organized.

 

18.4.1. Filter Plant Placement Area

Filters are required for assembly and installation of floor area and height of the room and at this stage should be planned in accordance with the selected filter construction of the space necessary for the maintenance and repair also taken into account. Kazan on the other from installation or ceiling (Please note that the recommendations of the manufacturer extra) search must be at least 60 cm. Each side of the filters can easily be made ​​available. To change the filter to the filter mounting area and equipment should be those who will be working with. On other technical rooms, the separation of filter system (eg by a glass wall) is recommended.

 

18.4.2. Dosing Devices Docking Area

For the storage of equipment and supplies placed in the dosing tank placement of the filter should be located near the place of adequate size. Dosage should be available freely kablarına constructional different chemicals added to prevent false barriers should be considered a rough marshaled.

 

18.4.3. Disinfection and Ozone plants Placement Area

Facility must comply with the rules of protection of ozone disinfection and accidents.

 

18.4.4. Room for Business Controls

For the control and maintenance of business will own at least 6 m2 in size tubs and sinks with water connection should be planned for an area.

 

18.4.5. Workshop and Spare Parts Room

Provide a room for the storage of spare parts and repair services.

 

19. CARE AND PRECAUTIONS

Swimming pool water disinfection and processing plants in order to fulfill their tasks, there is a need maintenance and repair operations. For these procedures, it is recommended to contract with a company that works on the subject.

Preparation plant is necessary for the general maintenance once a year. To do this, you must deactivate the resort. In these processes, as well as others in the following should be noted:

- Formally opening the control of backwash filter top men hol

- Filter fill control (quantity and condition), the filter insert according to plan

- Pre-cleaning of filters, filter elements removed

- According to the Manufacturer, the whole machine, helter at (pump, air blower, heat exchanger), and maintenance of fixtures

- Work with the on-off states of simulation systems, control and security mechanisms

- Plant parts for signs of wear and corrosion protection

- Disinfection and chemical dosing facilities and measurement, control and recording devices as the necessary procedures to 6 months

- Chlorination plant, and it may change depending on the control of gas supply lines and joints against leakage

- Chemical dosing plant care, disassembled and cleaned, especially the chemical grafting sites

- Measuring, control and recording equipment, monitoring devices and their electrical circuit and electrical switch

 

20. Business REMOVING AND RE-COMMISSIONING

These processes act in accordance with the instruction manuals for the equipment manufacturing companies should be private.

 

20.1. Outdoor Pools

At the end of the season by a company expert in the preparation and disinfection equipment protection circuit removed and re-commissioning of the season before opening is recommended.

As well as the following should be noted that other processes.

- Danger of freezing parts of the plant is discharged.

- Processing plant room is heated so that there is freezing.

- The dirty water sewers overflow channel and converted into the arteries.

- Before start the pool is drained and the pool floor, walls and swimming pool overflow channel shall be thoroughly cleaned and disinfected.

 

20.2. Massage pools

Especially in the short-term work interruptions due to algae should be avoided. Observe the following are long-lasting.

- Pool, air ducts, reserve tank, pipelines, glass electrode and chlorine measuring cell is completely discharged in accordance with the manufacturer's instructions.

- Dosing pumps washed.

- Sand filters filled with a solution of chlorine (30 mg / l - 50 mg / l chlorine), washed and dried.

- Before starting the plant property with high chlorine content (1 mg / l - 2 mg / l) for 1 or 2 days run.

 

Resources:

* DIN Deutsches Institut für Normung eV

-DIN 19 643 (04.84) ​​Aufbereitung Desinfektion von und wasser Schwimm-und Badebecken

-DIN 19 643 (08.93) Aufbereitung Desinfektion und Teil von Schwimm-und wasser 1-2-3-4 Badebecken

-DIN 19 644 (05.86) Aufbereitung für Wasser und von Desinfektion Warmsprudelbecken

-DIN 19 605 (09.75) Filter zur Wasseraufbereitung.

 

* COC Koordinierungskreis Bäder (Deutsche Gesellschaft für Badewesen - Verband Deutscher Schwimm - Deutscher Sportbund)

-Richtlinien für den Bäderbau

 

* BSSW Bundesverband eV Schwimmbad-Sauna und Wassertechnik

-Richtlinie zur Planung für der Wasseraufbereitung Privatschwimmbäder

 

* IAB Internationale Akademie für Sport und Freizeitbauten Bäder

-Sport Bäder Freizeit Bauten

 

 

UHE Technical Committee:

President E. ERKOÇ (Author)

İ. H. UYSAL

H. AYDOSLU

İ. USTUNES

Ö. TÜZÜNALP