Controlled release fertilizers
FIELD OF THE INVENTION 
     The present invention relates to controlled release water-soluble fertilizers and to methods for their production. 
     BACKGROUND OF THE INVENTION 
     The most common solid fertilizers are water-soluble compounds (organic and inorganic compounds, such as urea, potassium sulfate, potassium nitrate, ammonium nitrate, ammonium sulfate, ammonium phosphate, etc.). However, the high solubility of such compounds reduces their efficiency, as they are drained by rain or irrigation water too quickly for the plants to utilize them efficiently. Moreover, the fertilizers lost to the surroundings cause environmental problems (e.g. nitrates poison the drinking water system, phosphates cause eutrophication of rivers and lakes, etc.). 
     Two general methods were suggested in the art to overcome the above disadvantages, namely: 
     a. To use substitutes for the said common fertilizers, which are slow-release fertilizers (SRF), such as urea-formaldehyde, oxamide, melamine, etc., which however are much more expensive than the usual fertilizers; and 
     b. To use physically modified SRF, which are prepared by mixing and/or coating and/or encapsulating/microencapsulating the water soluble fertilizers with waxes, sulphur, synthetic polymers, cements (e.g. Portland cement), organic acids, etc. These modifications lead to products of better cost-performances than (a), but which are still not good enough to replace the regular fertilizers in common uses. 
     The literature deals quite extensively with both the abovementioned approaches. A general review of slow-release fertilizers SRF (CEH Marketing Research Report--&#34;Controlled Release Fertilizers&#34;; by S. P. Landels with A. leder and N. Takei; 1990 by the Chemical Economics Handbook--SRI International) presents a comprehensive view of the two general methods that were mentioned above. This review supports the view that no technology for the production of SRF is available in the examined art, which could lead to replacement of most of the water-soluble fertilizers in use. Moreover, it is clear from the economical discussion that only very simple production methods and very inexpensive reagents may be used to convert the fertilizers into successful and widespread SRF. 
     EP 0276179 discloses a method of coating water-soluble fertilizers with water-insoluble metal salts of organic acids containing 6 to 30 carbon atoms. A close examination of this technology shows that it is not useful for practical purposes, as the constituents of the coating, including the paraffin, are too expensive and the whole coating process is too cumbersome and costly. 
     DE 141519 deals with a technology for preparing SRF sticks for gardening, which are based on a skeleton of sand and calcium aluminate cement. Such products may be used for small scale application in which the cost-effectiveness is not of prime importance, but is not suitable for large scale agricultural and industrial use. U.S. Pat. No. 4,023,955 discloses a method for encapsulating water-soluble fertilizes with hydrated cement. Superficially, this technology looks very promising. However, a close scrutiny reveals the complexity of the operation that is necessary to obtain a useful SRF. Moreover, it requires the use of elastomers which are not necessarily, environmentally friendly or inexpensive. Also, this technology was not in fact implemented to any appreciable extent. 
     U.S. Pat. No. 5,030,267 describes a technology useful to coat water-soluble fertilizers with specially prepared calcium metasilicate cement, and to turn it into SRF. Indeed, the product is obtained, but the expenses involved in preparing this special cement and the further costs that are associated with the rest of the coating procedure make it impossible to obtain low cost SRF. 
     DE 145,015 discloses a method for preventing urea from caking on storage by coating it with magnesite cements (oxychloride and oxysulfate). This patent is specific to urea, and does not teach or in any way discloses that this surface-modified urea is also a SRF. Indeed, its product is not a SRF, because the magnesite cements deteriorate quite fast in water and the urea dissolves too rapidly in water. Therefore, this coated urea can not be considered a proper SRF, as will be shown in the examples to follow. 
     Two Israeli patent applications (Nos. 109825 and 109826) have been filed on May 30, 1994 by the same applicant herein, the specifications of which are incorporated herein by reference. The aforementioned Israeli patent applications describe a method to improve magnesite cements (magnesium oxychloride and/or oxysulfate). This method comprises mixing the following materials: MgO; MgCl 2  and/or MgSO 4  ; water; organic carboxylic acid(s) and/or their salts and/or their acid anhydrides. The resulting cements have been found to be of much improved physical properties and most of all--their stability in water changed dramatically. An extensive comparison of the properties of the improved magnesite cements to those of the regular cements is given in the above patent applications. 
     The outstanding stability of the improved magnesite cements in water makes them extremely suitable for the preparation of SRF, while the regular magnesite cements do not offer such properties and, therefore, are not suitable for that purpose. The examples provided hereinafter will clearly show the marked differences between the SRF made with the improved magnesite cements and those attempted with the regular cements. 
     It is an object of the present invention to provide controlled-release fertilizers which can be used effectively for large agronomical crops at relatively low cost. 
     It is another object of this invention to provide a process for converting water-soluble fertilizers into low cost controlled-release fertilizers. 
     It is still another object of this invention to provide controlled-release fertilizers including suitable fillers--especially the soil in which the controlled-release fertilizers is intended to be used. 
     It is a further object of this invention to provide improved controlled-release fertilizers comprising flotation reagents that are specific to brine solutions and the particular water-soluble fertilizer. 
     It is another object of this invention to provide controlled-release fertilizers made of a blend of two or more water-soluble fertilizers, in the presence of MgCl 2  or MgSO 4  solutions. 
     It is an object of this invention to provide improved magnesite cement coatings useful as sequestering agents for heavy metal ions that are deliberately added to the fertilizers to broaden their nutrient value. 
     It is yet another object of this invention to provide controlled-release fertilizers which are essentially environmentally friendly. 
     All the above and other characteristics and advantages of the invention will be better understood through the following illustrative and non-limitative description of preferred embodiments. 
    
    
     DETAILED DESCRIPTION OF THE INVENTION 
     Improved magnesite cements are disclosed in the aforementioned Israeli Patent Application Nos. 109825 and 109826. Basically, these are magnesite cements (magnesium oxychloride and/or oxysulfates) which are produced by mixing MgO, MgCl 2  and/or MgSO 4 , and water in the presence of organic carboxylic and polycarboxylic acids (including their salts and acid anhydride forms). 
     The said organic carboxylic acid(s) can be described by the formula: 
     
         R-(COOH)n 
    
     wherein: 
     n=1 or higher; 
     R=Null; H; Alkyl (linear or branched; saturated or unsaturated; cyclic or acyclic); Aryl (substituted or unsubstituted); one or more of its carbon or hydrogen atoms may be replaced by oxygen, nitrogen, phosphor or sulfur atoms. 
     Of course, each acid may be substituted by the corresponding acid anhydride or by its carboxylate salts. Illustrative but non-limitative salts are the Na + , Mg ++  and Ca ++  salts. 
     Polycarboxylic acids (salts and anhydrides) can be used to produce the improved magnesite cements for the controlled-release fertilizers, but such polymers can also be produced in situ when using suitable monomers like acrylic acid. To enhance the polymerization suitable polymerization-initiators like sodium perborate can be added. 
     Naturally, these cements may contain a variety of fillers, which are quite common in the art of cement production (e.g. sand, soil, coal, active carbon, fly-ashes, etc.). According to a preferred embodiment the Acidic Fly-Ash contains about 35%-55% by weight of SiO 2 , about 15%-32% of Al 2  O 3  no more than 15% by weight of CaO, and has an LOI (1000° C.) greater than 2.5 wt %. 
     The fillers further improve the performance of the cements, their setting time, reduce the cost of the formulations and assist in getting the most suitable combination for the various soils. This may further improve the cost/performance of the controlled-release fertilizer and reduce the foreign elements that are being added to the specific environments. 
     In many cases heavy metal ions are added to the fertilizers to improve the nutrient quality of the products. These ions may be drained to the water system and contaminate it. Usually the heavy metal ions (micro-nutrients) are sequestered to expensive compounds to alleviate this phenomenon. Due to the fact that the improved magnesite cements are excellent complexants for such metal ions, it is possible to blend the simple heavy metal salts into the water-soluble fertilizer and to protect the whole formulation with these cements. 
     In some cases the performance of the controlled-release fertilizer should be further improved to meet some specific standards. This can be done, among other methods, by precoating the water-soluble fertilizer with small amounts of flotation agents that adhere to the surface of the fertilizer(s) and turn them hydrophobic. Alternatively, the water-soluble fertilizer can be precoated by using a dilute solution of the flotation agents in brine. The suitable flotation agents may be selected by simple test tube flotation experiments, which are well known those skilled in the art ( &#34;Tests For Flotability&#34;--E. J. Pryor; Mineral Processing; Elsevier Publishing Co. Ltd; Third Ed.; pp 463-468 (1965)). Thereafter, the precoated water-soluble fertilizer may be treated regularly to form the improved magnesite cement coatings. 
     IL 109825 and 109826 also cover shapable compositions comprising a cement of the type described above. Such shapable compositions are useful in manufacturing formed bodies. Illustrative formed bodies comprising a cement which has hardened include cast articles, structural elements, pressed articles, injected articles, extruded articles, and articles in pelletized form or in granulated form (i.e., compacted, crushed and sieved to the fight size distribution). 
     The methods used to apply the improved magnesite cements are similar to those known in the art of producing fertilizers and more. Mixing of the water-soluble fertilizers with the improved cements, using high shear mixers, gives rise to high viscosity mass that can be extruded, casted, pressed or pelletized to any desired shape or size. After a short curing at ambient temperature the product can be further crushed and sieved to obtain other desired physical forms of the controlled-release fertilizer. Moreover, it is possible to prepare the controlled-release fertilizer by spraying the surface of the water-soluble fertilizer with suitable carboxylic acid(s) and brine. The wet surface can then be dusted with MgO powder to form the improved cements in situ. Repetition of this operation may allow a better control over the dissolution of the fertilizers, though it is not mandatory in most cases. The use of flotation agents to inprove the products can be exploited as well. 
     In one embodiment of the invention, the improved magnesite cements are prepared separately and then applied by mixing or coating or encapsulating or microencapsulating operations, to form the final product. In a still preferred embodiment of the invention, the improved magnesite cements are applied on top of precoated fertilizers. 
     According to another preferred embodiment of the invention, the improved magnesite cements are prepared in situ on the surface of the water soluble fertilizers or on precoated ones. 
     The use of mixtures of fertilizers, e.g. NPK fertilizers, is well known in the art. The present invention permits to formulate single- and multi-component controlled-release fertilizers in manners that are known in the art, including the In-Situ mode of operation that results from the fact that the magnesite cements are produced from, basically, two elements which interact to form the final coating. The curing time is very short at ambient temperature, which gives rise to exceedingly high production rates and therefore to low production costs. Moreover, it was found that mixing e.g. urea and KNO 3  and/or K2SO 4  and/or KCl in the presence of brine solutions of MgSO 4  and/or MgCl gives rise to new combinations the nature of which is not yet known. 
     Experimental 
     Illustrative raw materials are as follows: 
     --calcined MgO, a product of Dead Sea Periclase (MgP); 
     --calcined MgO, a product of Gregician Magnesite; 
     --grade &#34;Normal F&#34;--&#34;MgF&#34;; 
     --grade &#34;Normal K&#34; --&#34;Mgk&#34;; 
     --MgSO 4  solution having a density of d=1.2 g/cm 3  were the ratio H 2  O/MgSO 4  --3.1. 
     --MgCl 2  solution having a density of d=1.267-1.27 g/cm 3  were the ratio H 2O  /MgCl 2  =2.61. 
     --Acidic Fly-Ash (AFA) from Hadera power station (contains the major constituents: 50% wt SiO 2 , 25% wt Al 2  O 3 , 9% wt CaO). 
     The purity of the various raw materials to be used is not of prime importance. Regular commercial materials are well suited for most applications regarding the production and use of the controlled-release fertilizers. 
     
         ______________________________________                                    
                  Types of fertilizers                                    
______________________________________                                    
Urea                                                                      
KNO.sub.3                                                                 
KN                                                                        
K.sub.2 SO.sub.4                                                          
KS                                                                        
Mono ammonium Phsphate                                                    
MAP                                                                       
Di ammonium phosphate                                                     
DAP                                                                       
KCl                                                                       
KCl                                                                       
NH.sub.4 NO.sub.3                                                         
NN                                                                        
(NH.sub.4).sub.2 SO.sub.4                                                 
NS                                                                        
MAP + K.sub.2 SO.sub.4 + Urea                                             
N.P.K.-1                                                                  
MAP + K.sub.2 SO.sub.4                                                    
N.P.K.-2                                                                  
K.sub.2 SO.sub.4 + Urea                                                   
K.N.-1                                                                    
KCl + Urea                                                                
K.N.-2                                                                    
K.sub.2 SO.sub.4 + NH.sub.4 NO.sub.3                                      
K.N.-3                                                                    
______________________________________                                    
 
    
     Abbreviations 
     &#34;C.M&#34;--carboxylic material, acid, salts or anhydride 
     &#34;W.L.&#34;--weight loss 
     &#34;F.L.&#34;--fertilizer loss by weight 
     &#34;C&#34;--collector 
     C 1--cocoamine (Armeen C) 
     C2--Tallowamine (Armeen T) 
     C3--Dicocoamine (Armeen 2C) 
     C4--N-coco-1,3-diaminopropane (Diomeen-C) 
     C5--N-Tallow- 1,3-diaminopropane (Dolomeen-T) 
     C6--Tallowbis(2-Hydroxyethyl)amin--(Ethomeen-TH2) 
     C7--polyoxylethylene(5) Tallowamine (Ethomeen-TH5) 
     C8--Tallowamine acetate (Aramac-T) 
     In the examples below, the following raw materials were specifically used: 
     Carboxylic Compounds 
     P1--ethylene acrylic acid copolymer 
     P3--nitrilotriacetic acid (N.T.A.H 3 ) 
     P4--ethylenediaminetetracarboxylic acid (EDTA Hu) 
     P6--DL--malic acid 
     P10--acrylic acid 
     P19--gluconic acid 
     P20--propionic acid 
     P21--acetic acid 
     P22--formic acid 
     P23--Emery 790 (a commercial mixture of fatty acids) 
     P20-CA--calcium propionate 
     P21-CA--calcium acetate 
     
         ______________________________________                                    
Cements                                                                   
        % Weight                                                          
Cement Type                                                               
          MgO    MgCl.sub.2 Brine                                         
                             MgSO.sub.4 Brine                             
                                      Filler                              
______________________________________                                    
Type A    24                 36       40                                  
Type B    24     36                   40                                  
Type C    40     --          60       --                                  
______________________________________                                    
 
    
     Fillers 
     &#34;Q&#34;--quartz sand--200 mesh 
     &#34;Clay&#34;--alumino silicate clay 
     &#34;A.F.A.&#34;--Acidic Fly Ash 
     &#34;G&#34;--graphite or fine coal 
     C.M. 
     In all tests C.M. concentration was 60 weight %, based on MgO. 
     General Procedure 
     The raw materials in the desired amounts were introduced in a Lab. Retch Mill type KM-1 and subjected to a grinding/mixing operation for a period of up to 3 minutes. A viscous mass was thus produced, which was introduced into pelletizing pan in order to form spherical pellets, and were 1-10% by weight of fine MgO powder were added in order to avoid agglomeration between the pellets. 
     The pellets were cured at room temperature for seven days and later on were evaluated according to the procedure described hereinafter. 
     Test Procedure: Seven-day dissolution 
     Particles (pellets) of the size of -3+0.5 mm were immersed in water at ambient temperature (i.e., 20°-30° C.) for seven days. The weight ratio of fertilizer/water was 5. The materials were dried overnight at 70° C. before and after dissolution and weight loss of fertilizer was measured. 
     Example 1--Comparative 
     Various controlled-release fertilizers based on regular magnesite cements &#34;A&#34; and &#34;B&#34;, including different fillers, were prepared and tested according to procedure 1. The results are given in Table I below. 
     
                                           TABLE I                                 
__________________________________________________________________________
Test                                                                      
   Type of                                                                
         Type of                                                          
              Type of                                                     
                    % WEIGHT  7 DAYS                                      
No.                                                                       
   Cement                                                                 
         Filler                                                           
              Fertilizer                                                  
                    Cement                                                
                         Fertilizer                                       
                              % W.L.                                      
                                   % F.L                                  
__________________________________________________________________________
 1 B     Q    U     17.0 83.0 67.0 80.7                                   
 2 A     Q    U     17.0 83.0 70.0 84.3                                   
 3 B     AFA  U     20.0 80.0 62.5 78.1                                   
 4 A     clay U     20.0 80.0 65.5 81.8                                   
 5 B     Q    KN    18.0 82.0 72.0 87.8                                   
 6 A     Q    KN    20.0 80.0 65.0 81.2                                   
 7 B     AFA  KN    19.0 81.0 66.0 81.5                                   
 8 A     clay KN    20.0 80.0 62.0 77.5                                   
 9 B     Q    KS    15.0 85.0 42.0 49.4                                   
10 A     Q    KS    15.0 85.0 38.0 44.7                                   
11 B     AFA  KS    19.0 81.0 32.0 39.5                                   
12 B     Q    MAP   19.0 81.0 40.0 49.4                                   
13 A     Q    MAP   19.0 81.0 50.0 61.7                                   
14 B     Q    NS    20.0 80.0 50.0 62.5                                   
15 A     Q    NN    20.0 80.0 65.0 81.2                                   
16 B     Q    KCl   17.0 83.0 60.0 72.3                                   
17 A     Q    KCl   17.0 83.0 62.0 74.7                                   
18 B     Q    KN-1  15.0 85.0 45.0 52.9                                   
__________________________________________________________________________
 
    
     The results show that by using regular magnesite cement one can improve somewhat the release pattern of the fertilizers. However, the rate of dissolution is relatively high with respect to other &#34;S.R.F.&#34; such as S.C.U. which may lose up to 30% of the fertilizer during the same period (seven days). 
     EXAMPLE 2 
     Surface Modification of Fertilizer Mixed with Regular Cement (Encapsulation) 
     Flotability tests of various fertilizers immersed in MgCl 2  and MgSO 4  brine were conducted. The tests were conducted according to the principles of flotability test as described in the aforementioned book by E. J. Pryor. 
     The following collectors were found to be excellent surface modifiers. 
     
                       TABLE II                                                    
______________________________________                                    
Type of    Type of               Collector                                
Brine      Fertilizer Collector  modifier                                 
______________________________________                                    
MgCl.sub.2 U          C2                                                  
MgCl.sub.2 U          C4         Al.sub.2 (SO.sub.4).sub.3                
MgCl.sub.2 U          C5         Al.sub.2 (SO.sub.4).sub.3                
MgCl.sub.2 KN         C8                                                  
MgCl.sub.2 KN         C1                                                  
MgCl.sub.2 KN         C3                                                  
MgCl.sub.2 KS         C1                                                  
MgCl.sub.2 KS         C7                                                  
MgCl.sub.2 MAP        C6                                                  
MgSO.sub.4 U          C4         Al.sub.2 (SO.sub.4).sub.3                
MgSO.sub.4 KN         C1                                                  
MgSO.sub.4 KS         C1                                                  
______________________________________                                    
 
    
     Accordingly, various slow-release fertilizers were prepared as follows: 
     --mixing the proper brine with the proper collector in a conditioning tank. The dosage of the collector in the brine is at the range of few hundreds to few thousands ppm, as is customary in flotation processes. The collectors dosages in the experiments (Tables III and V ) were kept at the value of 2000 ppm. 
     --Preparing the slow-release fertilizer by introducing to the high shear mixer the modified brine, MgO, fertilizer and the cement filler. 
     After preparation, the products were tested according to the test procedure, as given in the Table III below. 
     
                                           TABLE III                               
__________________________________________________________________________
Test                                                                      
   Type of                                                                
        Type of                                                           
             Type of                                                      
                  Type of                                                 
                       % Weight  7 Days                                   
No.                                                                       
   Cement                                                                 
        Filler                                                            
             Fertilizer                                                   
                  Collector                                               
                       Cement                                             
                            Fertilizer                                    
                                 % WL                                     
                                     % FL                                 
__________________________________________________________________________
19 B    AFA  U    C2   20.0 80.0 27.0                                     
                                     33.7                                 
20 B    AFA  KN   C1   19.0 81.0 26.0                                     
                                     32.1                                 
21 B    Q    KN   C3   18.0 82.0 30.0                                     
                                     36.6                                 
22 A    Q    KN   C1   20.0 80.0 23.0                                     
                                     36.2                                 
23 B    Q    KS   C1   15.0 85.0 26.0                                     
                                     30.5                                 
24 A    Q    KS   C7   20.0 80.0 21.0                                     
                                     26.2                                 
25 B    Q    MAP  C6   20.0 80.0 29.0                                     
                                     36.2                                 
__________________________________________________________________________
 
    
     EXAMPLE 3 
     Using Improved Magnesite Cement for the Manufacture of Slow-Release Fertilizers (Encapsulation) 
     The improved magnesite cement is as defined above, and with reference to IL 109825 and IL 109826. 
     Various slow-release fertilizers were prepared by mixing the improved cement with various fertilizers and with different fillers. The materials were prepared and tested according to the test procedure, as given Table IV below. 
     
                                           TABLE IV                                
__________________________________________________________________________
             Type and                                                     
Test                                                                      
   Type of                                                                
        Type of                                                           
             composition                                                  
                    Type of                                               
                         % Weight  7 Days                                 
No.                                                                       
   Cement                                                                 
        Filler                                                            
             of Fertilizer                                                
                    C.M. Cement                                           
                              Fertilizer                                  
                                   % WL                                   
                                       % FL                               
__________________________________________________________________________
26 A    Q    KN-1   P-3  20.0 80.0 23.0                                   
                                       28.7                               
             92% KS                                                       
             8% U                                                         
27 A    Q    MAP    P-3  20.0 80.0 24.0                                   
                                       30.0                               
28 A    Q    NPK-1, P-4  18.0 82.0 26.0                                   
                                       31.7                               
             40%- MAP,                                                    
             30% U,                                                       
             30% KS                                                       
29 B    Clay NPK-1, P-6  16.0 84.0 25.0                                   
                                       29.7                               
             40%- MAP,                                                    
             30% U,                                                       
             30% KS                                                       
30 B    Q    NPK-1  P-19 17.0 83.0 24.0                                   
                                       28.9                               
             40% MAP,                                                     
             30% U,                                                       
             30% KS                                                       
__________________________________________________________________________
 
    
     EXAMPLE 4 
     Using Fertilizer Surface Structure Modification for Encapsulation and Improved Magnesite Cement for Coating in Order to Manufacture Slow-Release Fertilizers 
     The slow-release fertilizers were prepared by manufacturing pellets composed of regular cement and surface modified fertilizer as described in Example 2. During pelletization process coating takes place by spraying a solution which is a mixture of the brine and the &#34;CM&#34;, as well as spreading simultaneously powder of MgO and the proper filler, so the improved cement is formed in situ at the pellet surface. Additional weight of the pellets due to the coating is varied between 5 to 15% (W). 
     The samples were prepared and tested according to the test procedure, as given in Table V below. 
     
                                           TABLE V                                 
__________________________________________________________________________
                           % Weight                                       
            Type and  Type of                                             
                           Cement     7 Days                              
Test                                                                      
   Type Type                                                              
            Comp. of                                                      
                 Type C.M in                                              
                           (Encaps. + %   %                               
No.                                                                       
   Cement                                                                 
        Filler                                                            
            Fertiliz.                                                     
                 Collect.                                                 
                      Coating                                             
                           coating)                                       
                                 Fertiliz.                                
                                      W.L.                                
                                          F.L.                            
__________________________________________________________________________
31 B    AFA U    C4   P-21 20.0  80.0 8.1 10.1                            
32 A    Q   U    C4   P-21 20.0  80.0 16.5                                
                                          20.6                            
33 A    Q   KN   C8   P-21 22.0  78.0 18.0                                
                                          23.0                            
34 B    Q   KS   C7   P-21 20.0  80.0 18.0                                
                                          22.5                            
35 B    Q   KN-1 C4   P-21 20.0  80.0 16.0                                
                                          20.0                            
            U-30%,                                                        
            KS-70%                                                        
36 B    Q   MAP  C6   P-21 20.0  80.0 6.9 8.6                             
37 B    Q   KS   C7   P-1  20.0  80.0 15.0                                
                                          18.8                            
__________________________________________________________________________
 
    
     EXAMPLE 5 
     Encapsulated and Coated Materials Using Only Improved Cements 
     Slow-release fertilizers were prepared by using improved cements. The improved cements served as an additive via the mixing stage (i.e., encapsulation) and at the pelletization stage (i.e. coating) by spraying a brine and the proper additive as well as MgO powder so a coating film is created in situ. 
     The samples were prepared and tested according to the test procedure as shown in Table VI below. 
     
                                           TABLE VI                                
__________________________________________________________________________
                            % Weight                                      
             Type and                                                     
                   Type of                                                
                        Type of                                           
                             Cement     7 Days                            
Test                                                                      
    Type Type                                                             
             Comp. of                                                     
                   CM for                                                 
                        CM for                                            
                             (Encaps. + %   %                             
No. Cement                                                                
         Filler                                                           
             Fertiliz.                                                    
                   Encaps.                                                
                        Coating                                           
                             coating)                                     
                                   Fertiliz.                              
                                        W.L.                              
                                            F.L.                          
__________________________________________________________________________
38  B    Q   NP K-2                                                       
                   P4   P-21 20.0  80.0 3.4 4.25                          
             MAP 70%                                                      
             KS 30%                                                       
39  A    Q   *NPK-1                                                       
                   P4   P-23 20.0  80.0 3.2 4.0                           
40  A    Q   *NPK-1                                                       
                   P4   P-21 20.0  80.0 9.6 12.0                          
41  B    Q   U     P19  P21-CA                                            
                             20.0  80.0 18.0                              
                                            22.5                          
42  B    AFA KN    P20  P20-CA                                            
                             20.0  80.0 20.0                              
                                            25.0                          
43 (1)                                                                    
    C        U     P20-CA                                                 
                        P20-CA                                            
                             12.0  88.0 15.0                              
                                            17.0                          
44  C        KN    P20-CA                                                 
                        P20-CA                                            
                             12.0  88.0 18.0                              
                                            20.5                          
45 (2)                                                                    
    C        U     P-10 +                                                 
                        P20-CA                                            
                             20.0  80.0 15.0                              
                                            18.8                          
                   NPB                                                    
__________________________________________________________________________
 *NP K1 = 40% MAP, 30% KS, 30% U                                          
 (1) including 2% (w) sulphur as micronutrient.                           
 (2) Sodium perborate tetrahydrate (NPB) [5% (w) based on P10.]-          
 
    
     All the above description and examples have been given for the purpose of illustration, and are not intended to limit the invention. Many modifications can be made in the various components, manufacturing methods and uses, all without exceeding the scope of the invention.