Increasing urbanization related to land pressure and the soil arising from it are aggravating factors of flood risk in urban areas, including storm water runoff. Therefore, urban sanitation networks face an excess of water that exceeds their absorption capacity. This article deals with the effect of impermeability in densely populated urban areas and the function of a combined sewer system under higher rainfall intensities using the Storm Water Management Model (SWMM). The objective is to simulate a possible increase in rainfall intensities for reducing overflow points in the combined sewage system at the study area, which was the city of Ahmed Rachdi, Mila in Algeria. The excessive rainfall intensities were modeled using the SWMM software program to estimate maximum water volumes inside the combined sewage system of the study area. To evaluate the model's performance, a comparison process was used between the values of the flow rates of the pipelines of the sewerage system combined with the design flow rates in the current state and the flow rates of a single modeling of future events available during the study interval. The comparison results showed a good and convergent performance for these models. The results of the flooding volumes using different values of rainfall intensities and different return periods, which were 2, 5, 10 and 25 years, in the modeling of the combined sewage system are 3626, 6888, 8636 and 12676m3, respectively. The suggested scenario included increasing diameters of some pipes in the combined sewage system pipelines. The results using this scenario showed reductions in the total percentage of overflow points from the integrated sewage system of 52.42%, 40.63%, 31.83% and 20.51% using the rainfall intensities for the return periods of 2, 5, 10 and 25 years, respectively. The present study can provide technical support for using software in the planning, controlling and tests of the sewer systems, which contribute to solving the sewer systems' problems.
Citation: RAHMOUN Ibrahim, BENMAMAR Saâdia, RABEHI Mohamed. Comparison between different Intensities of Rainfall to identify overflow points in a combined sewer system using Storm Water Management Model[J]. AIMS Environmental Science, 2022, 9(5): 573-592. doi: 10.3934/environsci.2022034
[1] | Mingzhou Xu, Xuhang Kong . Note on complete convergence and complete moment convergence for negatively dependent random variables under sub-linear expectations. AIMS Mathematics, 2023, 8(4): 8504-8521. doi: 10.3934/math.2023428 |
[2] | Mingzhou Xu . Complete convergence and complete moment convergence for maximal weighted sums of extended negatively dependent random variables under sub-linear expectations. AIMS Mathematics, 2023, 8(8): 19442-19460. doi: 10.3934/math.2023992 |
[3] | Qingfeng Wu, Xili Tan, Shuang Guo, Peiyu Sun . Strong law of large numbers for weighted sums of m-widely acceptable random variables under sub-linear expectation space. AIMS Mathematics, 2024, 9(11): 29773-29805. doi: 10.3934/math.20241442 |
[4] | Mingzhou Xu . Complete convergence of moving average processes produced by negatively dependent random variables under sub-linear expectations. AIMS Mathematics, 2023, 8(7): 17067-17080. doi: 10.3934/math.2023871 |
[5] | Haiye Liang, Feng Sun . Exponential inequalities and a strong law of large numbers for END random variables under sub-linear expectations. AIMS Mathematics, 2023, 8(7): 15585-15599. doi: 10.3934/math.2023795 |
[6] | He Dong, Xili Tan, Yong Zhang . Complete convergence and complete integration convergence for weighted sums of arrays of rowwise m-END under sub-linear expectations space. AIMS Mathematics, 2023, 8(3): 6705-6724. doi: 10.3934/math.2023340 |
[7] | Yongfeng Wu . Limit theorems for negatively superadditive-dependent random variables with infinite or finite means. AIMS Mathematics, 2023, 8(11): 25311-25324. doi: 10.3934/math.20231291 |
[8] | Chao Wei . Parameter estimation for partially observed stochastic differential equations driven by fractional Brownian motion. AIMS Mathematics, 2022, 7(7): 12952-12961. doi: 10.3934/math.2022717 |
[9] | Min Woong Ahn . An elementary proof that the set of exceptions to the law of large numbers in Pierce expansions has full Hausdorff dimension. AIMS Mathematics, 2025, 10(3): 6025-6039. doi: 10.3934/math.2025275 |
[10] | Mingzhou Xu . On the complete moment convergence of moving average processes generated by negatively dependent random variables under sub-linear expectations. AIMS Mathematics, 2024, 9(2): 3369-3385. doi: 10.3934/math.2024165 |
Increasing urbanization related to land pressure and the soil arising from it are aggravating factors of flood risk in urban areas, including storm water runoff. Therefore, urban sanitation networks face an excess of water that exceeds their absorption capacity. This article deals with the effect of impermeability in densely populated urban areas and the function of a combined sewer system under higher rainfall intensities using the Storm Water Management Model (SWMM). The objective is to simulate a possible increase in rainfall intensities for reducing overflow points in the combined sewage system at the study area, which was the city of Ahmed Rachdi, Mila in Algeria. The excessive rainfall intensities were modeled using the SWMM software program to estimate maximum water volumes inside the combined sewage system of the study area. To evaluate the model's performance, a comparison process was used between the values of the flow rates of the pipelines of the sewerage system combined with the design flow rates in the current state and the flow rates of a single modeling of future events available during the study interval. The comparison results showed a good and convergent performance for these models. The results of the flooding volumes using different values of rainfall intensities and different return periods, which were 2, 5, 10 and 25 years, in the modeling of the combined sewage system are 3626, 6888, 8636 and 12676m3, respectively. The suggested scenario included increasing diameters of some pipes in the combined sewage system pipelines. The results using this scenario showed reductions in the total percentage of overflow points from the integrated sewage system of 52.42%, 40.63%, 31.83% and 20.51% using the rainfall intensities for the return periods of 2, 5, 10 and 25 years, respectively. The present study can provide technical support for using software in the planning, controlling and tests of the sewer systems, which contribute to solving the sewer systems' problems.
Since the 20th century, the probability theory has gained profound and extraordinary applications in the fields of mathematical statistics, information science, finance, and economics. The probability limit theory is an important branch of the probability theory. The probability limit theory has a broad range of applications. In the course of development, many important theorems and concepts have been proposed, such as the central limit theorem and the law of large numbers. These theorems are not only important in theory, but are also widely used in practical applications. Under the classical probability space, the mathematical expectation is additive, where one can solve many deterministic problems in real life. However, with the development of the society, many uncertainty phenomena have appeared in many new industries, such as insurance, finance, risk management, and other industries. In order to solve these uncertainty phenomena, Peng[1,2,3,4] broke away from the theoretical constraints of the classical probability space, constructed a sublinear expectation theoretical framework, and created a complete axiomatic system, which provides a new direction for solving these uncertainty problems.
Many important results and theorems in classical probability spaces can be proven and applied to the sublinear expectation spaces. Therefore, some important research directions in the classical probability space can also be extrapolated to the sublinear expectation space. More and more scholars have begun to study the related theoretical achievements under sublinear expectations. For example, Xu and Kong [5] proved the complete integral convergence and complete convergence of negatively dependent (ND) random variables under sublinear expectations. Hu and Wu [6] proved the complete convergence theorems for an array of row-wise extended negatively dependent (END) random variables utilizing truncated methods under sublinear expectations. Wang and Wu [7] used truncated methods to derive the complete convergence and complete integral convergence of the weighted sums of END random variables under sublinear expectations. In addition, many scholars have received numerous theoretical results about the law of large numbers and the law of iterated logarithms from their investigations, and have obtained many theoretical achievements under sublinear expectations. Chen [8], Hu[9,10], Zhang[11], and Song[12] studied the strong law of large numbers for independent identically distributed (IID) random variables under different conditions. Wu et al.[13] established inequalities such as the exponential inequality, the Rosenthal inequality, and obtained the Marcinkiewicz-Zygmund type strong law of large numbers for weighted sums of m-widely acceptable random variables under sublinear expectations. Chen and Wu[14] established the weak and strong law of large numbers for Pareto-type random variables, so that the relevant conclusions in the traditional probability space were extended to the sublinear expectation space. Chen et al.[15] studied the properties associated with weakly negatively dependent (WND) random variables and established the strong law of large numbers for WND random variables under sublinear expectations. Zhang[16] studied the limit behavior of linear processes under sublinear expectations and obtained a strong law of large numbers for linear processes generated by independent random variables. Zhang[17] provided the sufficient and necessary conditions of the strong law of large numbers for IID random variables under the sub-linear expectation. Guo[18] introduced the concept of pseudo-independence under sublinear expectations and derived the weak and strong laws of large numbers. Zhang [19] established some general forms of the law of the iterated logarithms for independent random variables in a sublinear expectation space. Wu and Liu [20] studied the Chover-type law of iterated logarithms for IID random variables. Zhang [21] studied the law of iterated logarithms for sequences of END random variables with different conditions. Guo et al.[22] studied two types of Hartman-Wintner iterated logarithmic laws for pseudo-independent random variables with a finite quadratic Choquet expectation and extended the existed achievements.
The goal of this article is to prove the Marcinkiewicz-Zygmund type weak law of large numbers for an array of row-wise WND random variables, and the strong law of large numbers for linear processes generated by WND random variables under sublinear expectations. The rest of the paper is as follows: in Section 2, we recall some basic definitions, notations, and lemmas needed to prove the main theorems under sublinear expectations; in Section 3, we state our main results; in Section 4, the proofs of these theorems are given; in Section 5, we conclude the paper.
We use the framework and notation of Peng [1,2,3,4]. Considering the following sublinear expectation space(Ω,H,ˆE), if X1,X2,⋯,Xn∈H, then ψ(X1,X2,⋯,Xn)∈H for each ψ∈Cb,Lip(Rn), where Cb,Lip(Rn) denotes the linear space of functions ψ satisfying the following bounded Lipschitz condition:
|ψ(x)|≤C,|ψ(x)−ψ(y)|≤C|x−y|,∀x,y∈Rn, |
where the constant C>0 depending on ψ.
Definition 2.1. [4] A sublinear expectation ˆE is a functional ˆE: H→R satisfying the following:
(a) Monotonicity: ˆE(X)≤ˆE(Y) if X≤Y;
(b) Constant preserving: ˆE(c)=c for c∈R;
(c) Sub-additivity: For each X,Y∈H, ˆE(X+Y)≤ˆE(X)+ˆE(Y);
(d) Positive homogeneity: ˆE(λX)=λˆE(X), for λ≥0.
The triple (Ω,H,ˆE) is called a sublinear expectation space.
Through a sublinear expectation ˆE, we can use ˆεX=−ˆE(−X),∀X∈H to define the conjugate expectation of ˆE.
From the above definition, for any X,Y∈H we obtain the following:
ˆε(X)≤ˆE(X),ˆE(X+c)=ˆE(X)+c,|ˆE(X−Y)|≤ˆE|X−Y|,ˆE(X)−ˆE(Y)≤ˆE(X−Y). |
Definition 2.2. [23] A function V : F→[0,1] is said a capacity satisfying the following:
(a) V(∅)=0, V(Ω)=1;
(b) V(A)≤V(B), ∀A⊆B, A, B∈F.
It is called to be sub-additive if V(A∪B)≤V(A)+V(B) for any A, B∈F with A∪B∈F. Let (Ω,H,ˆE) be a sub-linear expectation space; we define capacities of a pair (V,V) by the following:
V(A):=inf{ˆE(ξ):IA≤ξ,ξ∈H},V(A)=1−V(Ac),∀A∈F. |
From the above definition, we have the following:
ˆE(f1)≤V(A)≤ˆE(f2),iff1≤I(A)≤f2,f1,f2∈H. | (2.1) |
Because V may be not countably sub-additive in general, we define another capacity V∗.
Definition 2.3.[19] A countably sub-additive extension V∗ of V is defined by the following:
V∗(A)=inf{∞∑n=1V(An):A⊂∞⋃n=1An},V∗(A)=1−V∗(Ac),A∈F. |
Then, V∗ is a countably sub-additive capacity with V∗(A)≤V(A) and the following properties:
(a) If V is countably sub-additive, then V∗≡V;
(b) If I(A)≤g,g∈H, then V∗(A)≤ˆE(g). Furthermore, if ˆE is countably sub-additive, then
ˆE(f)≤V∗(A)≤V(A)≤ˆE(g),∀f≤I(A)≤g,f,g∈H; |
(c) V∗ is the largest countably sub-additive capacity satisfying the property that V∗(A)≤ˆE(g)whenever I(A)≤g∈H (i.e., if V is also a countably sub-additive capacity satisfying V(A)≤ˆE(g) whenever I(A)≤g∈H, then V(A)≤V∗(A)).
Definition 2.4. [24] In a sublinear expectation space (Ω,H,ˆE), let φ be a monotonically bounded function if for any X,Y∈H that satisfies
ˆE[φ(X+Y)]≤ˆE[ˆE[φ(x+Y)]x=X], | (2.2) |
then the random variable Y is said to be WND on X under sublinear expectations. {Xi,i∈Z} is said to be a sequence of WND random variables if Xm is WND on (Xm−n,Xm−n+1,…,Xm−1) for any m∈Z,n∈N+.
Remark 2.1. By Chen [15], if {Xn,n≥1} is a sequence of WND random variables under sublinear expectations, then for any Xk∈H,1≤k≤n, we have the following:
ˆE[exp(n∑k=1cXk)]≤n∏k=1ˆE[exp(cXk)],∀c∈R. | (2.3) |
Definition 2.5.[3] The Choquet integral of X with respect to V is defined as following:
CV(X)=∫∞0V(X≥t)dt+∫0−∞[V(X≥t)−1]dt. |
Usually, we denote the Choquet integral of V and V by CV and CV, respectively.
Definition 2.6.[25] If a sublinear expectation ˆE satisfies ˆE[X]≤∞∑n=1ˆE[Xn]<∞, then ˆE is said to be countably sub-additive, where X≤∞∑n=1Xn<∞, X,Xn∈H, and X,Xn≥0,n≥1.
Next, we need the following notations and lemmas. Let C be a positive constant that takes on different values in different places as needed. I(A) stands for the indicator function of A. Given a capacity V, a set A is said to be a polar set if V(A)=0. Additionally, we say a property holds "quasi-surely" (q.s.) if it holds outside a polar set. In this paper, the capacity V is countably sub-additive and lower continuous. Similar to Hu [10], we let Φc denote the set of nonnegative functions ϕ(x) defined on [0,∞), and ϕ(x) satisfies the following:
(1) Function ϕ(x) is positive and nondecreasing on (0,∞), and the series ∞∑n=11nϕ(n)<∞;
(2) For any x>0 and fixed a>0, there exists C>0 such that ϕ(x+a)≤Cϕ(x).
For example, functions (ln(1+x))1+α and xα(α>0) belong to the Φc.
Lemma 2.1. [8] (Borel-Canteli's Lemma) Let {An,n≥1} be a sequence of events in F. Suppose that V is a countably sub-additive capacity. If ∞∑n=1V(An)<∞, then
V(An,i.o.)=0, |
where {An,i.o.}=∞⋂n=1∞⋃i=nAi.
Lemma 2.2. Let {X,Xm,m≥1} be a sequence of random variables under the sublinear expectations space.
(1) Chebyshev inequality[8]: Function f(x) is positive and nondecreasing on R; then
V(X≥x)≤ˆE[f(X)]f(x),V(X≥x)≤ˆε[f(X)]f(x). |
(2) Cr inequality [3]: Let X1, X2, ⋯, Xm∈H for m≥1; then
ˆE|X1+X2+⋯+Xm|r≤Cr[ˆE|X1|r+ˆE|X2|r+⋯+ˆE|Xm|r], |
where
Cr={1,0<r≤1,mr-1,r>1. |
(3) Markov inequality [8]: For any ∀X∈H, we have
V(|X|≥x)≤ˆE(|X|p)xp,∀x>0,p>0. |
Lemma 2.3. [26] Let {xm,m≥1} and {bm,m≥1} be sequences of real numbers with 0<bm↑∞. If the series ∞∑m=1xmbm<∞, then limm→∞1bmm∑i=1xi=0.
Lemma 2.4. [21] Suppose that ˆE is countably sub-additive; then, for any X∈H, we have ˆE(|X|)≤CV(|X|).
Lemma 2.5. Let {Xni,1≤i≤kn,n≥1} be an array of row-wise random variables under sublinear expectation (Ω,H,ˆE) and supi≥1CV((|Xni|p−c)+)→0,c→∞,p∈(0,2); if ˆE is countably sub-additive for any Xni∈H, then we have supi≥1ˆE[(|Xni|p−c)+]→0,c→∞.
Proof. From Lemma 2.4, we have ˆE(|X|)≤CV(|X|). Let X=(|Xni|p−c)+; then, we have
supi≥1ˆE[(|Xni|p−c)+]≤supi≥1CV((|Xni|p−c)+). |
Thus, we get supi≥1ˆE[(|Xni|p−c)+]→0,c→∞.
Lemma 2.6. If {Xni,1≤i≤kn,n≥1} is an array of row-wise random variables under sublinear expectations, and supi≥1CV((|Xni|p−c)+)→0,c→∞,p∈(0,2), then we have the following:
limn→∞kn∑i=1V(|Xni|p≥akn)=0,a>0. |
Proof. From the condition supi≥1CV((|Xni|p−c)+)→0,c→∞ and the definition of a Choquet integral, it follows that for any a>0, we have the following:
kn∑i=1V(|Xni|p≥akn)≤2knkn∑i=1∫knkn2V(|Xni|p≥at)dt≤2supi≥1∫knkn2V(|Xni|p≥at)dt≤2supi≥1∫∞kn2V(|Xni|p≥at)dt=2supi≥1∫∞0V(1a|Xni|p−kn2≥t)dt=2asupi≥1CV[(|Xni|p−akn2)+]. |
When kn→∞, we obtain the following:
kn∑i=1V(|Xni|p≥akn)≤2asupi≥1CV[(|Xni|p−akn2)+]→0. |
Thus, the proof of limn→∞∑kni=1V(|Xni|p>akn)=0 is finished.
Lemma 2.7. [10] If ˆE|X|<∞, then |X|<∞,q.s.V.
Lemma 2.8. [10] Suppose ϕ(x)∈Φc; then, ∞∑n=11nϕ(nln(1+n))<∞.
Proof. Since ϕ(x)∈Φc, we have ϕ(nln(1+n))≥ϕ(√n); it is only necessary to show that ∞∑n=11nϕ(√n)<∞. From ∞∑n=11nϕ(n)<∞, we obtian the following:
∞∑n=11nϕ(√n)=∞∑i=1∑i2≤n<(i+1)21nϕ(√n)≤∞∑i=12iϕ(i)+∞∑i=11i2ϕ(i)<∞. |
Then, the Lemma 2.8 is proven.
Lemma 2.9. [10] If {εi,i∈Z} is a sequence of random variables, and there exists a constant c>0 such that |εn|≤2cnln(1+n),∀n≥1, supi∈ZˆE[|εi|ϕ(|εi|)]<∞, ϕ(x)∈ΦC, and {αi,i≥0} is a sequence of real numbers, an−i=n−i∑r=0αr, T=supk≥0|ak|<∞, then for any t>1,
sup1≤i≤ntln(1+n)|an−i|ˆE[|εi|ln(1+tln(1+n)n|an−i||εi|)]→0,n→∞. | (2.4) |
Proof. Becase |εn|≤2cnln(1+n),∀n≥1, then
|εi|ln(1+tln(1+n)n|an−i||εi|)=|εi|ln(1+tln(1+n)n|an−i||εi|)I(|εi|≤n13)+|εi|ln(1+tln(1+n)n|an−i||εi|)I(n13<|εi|≤2cnln(1+n)). |
Let I1=|εi|ln(1+tln(1+n)n|an−i||εi|)I(|εi|≤n13), since T=supk≥0|ak|<∞, when n→∞, we have
I1≤n13⋅ln(1+tTln(1+n)n23)≤tTln(1+n)n13. | (2.5) |
Let I2=|εi|ln(1+tln(1+n)n|an−i||εi|)I(n13<|εi|≤2cnln(1+n)), and l(x)=ϕ(x)ln(1+x); thus, we obtian the following:
I2≤|εi|ϕ(|εi|)ln(1+tTln(1+n)n⋅2cnln(1+n))ϕ(n13)≤|εi|ϕ(|εi|)ln(1+2ctT)ϕ(n13)≤|εi|ϕ(|εi|)ln(1+2ctT)ln(1+n13)l(n13). | (2.6) |
Since ϕ(x)∈Φc, the function l(x)=ϕ(x)ln(1+x)→∞,x→∞; then, combining (2.5) and (2.6), when n→∞, we have the following:
sup1≤i≤ntln(1+n)|an−i|ˆE[|εi|ln(1+tln(1+n)n|an−i||εi|)]≤(tT)2(ln(1+n))2n13+sup1≤i≤nˆE[|εi|ϕ(|εi|)]tTln(1+n)ln(1+2ctT)ln(1+n13)l(n13)≤(tT)2(ln(1+n))2n13+supi∈ZˆE[|εi|ϕ(|εi|)]tTln(1+n)ln(1+2ctT)ln(1+n13)l(n13)→0. |
Thus, the proof is finished.
Lemma 2.10.[16] Suppose that {αi,i≥0} is a sequence of real numbers, an−i=n−i∑r=0αr, T=supk≥0|ak|<∞. {εi,i∈Z} is a sequence of WND random variables under the sublinear expectation space (Ω,H,ˆE), ˆE[εi]=ˉμ, supi∈ZˆE[|εi|ϕ(|εi|)]<∞, ϕ(x)∈ΦC, and there exists a constant c>0 such that |εi−ˉμ|≤2ciln(1+i), ∀i≥1; then, for any t≥1,
supn≥1ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]<∞. | (2.7) |
Proof. For any x∈R, we have the inequality ex≤1+x+|x|ln(1+|x|)e2|x|. Let x=tln(1+n)nan−i(εi−ˉμ); then,
exp(tln(1+n)nan−i(εi−ˉμ))≤1+tln(1+n)nan−i(εi−ˉμ)+|tln(1+n)nan−i(εi−ˉμ)|ln(1+|tln(1+n)nan−i(εi−ˉμ)|)exp(2tln(1+n)nan−i(εi−ˉμ)). | (2.8) |
Since T=supk≥0|ak|<∞, for any i≤n, we have the following:
|tln(1+n)nan−i(εi−ˉμ)|≤tln(1+n)n⋅T2ciln(1+i)≤2ctT. | (2.9) |
By supi∈ZˆE[|εi|ϕ(|εi|)]<∞ and ϕ(x+a)≤Cϕ(x), we have the following:
supi∈ZˆE[|εi−ˉμ|ϕ(|εi−ˉμ|)]≤supi∈ZˆE[(|εi|+|ˉμ|)ϕ(|εi|+|ˉμ|)]≤Csupi∈ZˆE[(|εi|+|ˉμ|)ϕ(|εi|)]<∞. |
Thus, {εi−ˉμ,i∈Z}satisfies the conditions of Lemma 2.9; furthermore, we have
sup1≤i≤ntln(1+n)n|an−i|ˆE[|εi−ˉμ|ln(1+tln(1+n)n|an−i||εi−ˉμ|)]≤Cn. | (2.10) |
Taking ˆE for both sides of (2.8) and combining (2.9) and (2.10), we have the following:
ˆE[exp(tln(1+n)nan−i(εi−ˉμ))]≤1+Cne4ctT≤eCne4ctT. |
From (2.3), we obtain the following:
ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]≤n∏i=1ˆE[exp(tln(1+n)nan−i(εi−ˉμ))]≤(eCne4ctT)n≤eCe4ctT<∞. |
Theorem 3.1. Let {kn,n≥1} be a sequence of positive numbers, and limn→∞kn=∞. Assume that ˆE is countably sub-additive. For any i,n≥1, ˆE[Xni]=ˉμni, ˆE[Xni]=μ_ni.
(1) Let {Xni,1≤i≤kn,n≥1} be an array of row-wise random variables under the sublinear expectation (Ω,H,ˆE). Suppose that supi≥1CV((|Xni|p−c)+)→0,c→∞ for any p∈(0,1); then,
limn→∞V(1(kn)1p|kn∑i=1Xni|≥ε)=0. | (3.1) |
(2) Let {Xni,1≤i≤kn,n≥1} be an array of row-wise WND random variables under sublinear expectation (Ω,H,ˆE). Suppose that supi≥1CV((|Xni|p−c)+)→0,c→∞ for any p∈[1,2); then,
limn→∞V({1(kn)1pkn∑i=1Xni≥1(kn)1pkn∑i=1ˉμni+ε}⋃{1(kn)1pkn∑i=1Xni≤1(kn)1pkn∑i=1μ_ni−ε})=0. | (3.2) |
For a fixed n≥1 in Theorem 3.1, we obtain the Corollary 3.1.
Corollary 3.1. Assume that ˆE is countably sub-additive.
(1) Let {Xi,i≥1} be a sequence of random variables under the sublinear expectation space (Ω,H,ˆE). Suppose that supi≥1CV((|Xi|p−c)+)→0,c→∞ for any p∈(0,1); then,
limn→∞V(1n1p|n∑i=1Xi|≥ε)=0. | (3.3) |
(2) Let {Xi,i≥1} be a sequence of WND random variables under the sublinear expectation space (Ω,H,ˆE) and for any i≥1,ˆE[Xi]=ˉμi,ˆE[Xi]=μ_i. Suppose that supi≥1CV((|Xi|p−c)+)→0,c→∞ for any p∈[1,2); then,
limn→∞V({1n1pn∑i=1Xi≥1n1pn∑i=1ˉμi+ε}⋃{1n1pn∑i=1Xi≤1n1pn∑i=1μ_i−ε})=0. | (3.4) |
Theorem 3.2. Suppose that ˆE is countably sub-additive. Let {αi,i≥0} be a sequence of real numbers satisfying ∞∑i=0i|αi|<∞,∞∑i=0αi=A>0, and {εi,i∈Z} be a sequence of WND random variables under sublinear expectations satisfying ˆE[εi]=ˉμ,ˆE[εi]=μ_, supi∈ZˆE[|εi|ϕ(|εi|)]<∞,ϕ∈ΦC. {Xt,t≥1} is a sequence of linear processes satisfying Xt=∞∑i=0αiεt−i. Note that Tn=n∑t=1Xt; then,
V({lim infn→∞Tnn<Aμ_}⋃{lim supn→∞Tnn>Aˉμ})=0. | (3.5) |
Remark 3.1. Under the sub-linear expectations, the main purpose of Theorem 3.1 is to extend the range of p and improve the result of Fu [24] from the Kolmogorov type weak law of large numbers to the Marcinkiewicz-Zygmund type weak law of large numbers.
Remark 3.2. Under the sub-linear expectations, the main purpose of Theorem 3.2 is to improve the result of Zhang [16] from IID random variables to WND random variables under a more general moment condition.
The proof of Theorem 3.1. (1) For a fixed constant c, let Yni=((−c)⋁Xni)⋀c and Zni=Xni−Yni. Using the Cr inequality and the Markov inequality in Lemma 2.2, we obtain the following:
V(1(kn)1p|kn∑i=1Xni|>ε)≤V(kn∑i=1|Yni|(kn)1p≥ε2)+V(kn∑i=1|Zni|(kn)1p≥ε2)≤V(c(kn)1p−1≥ε2)+2pknεpˆE[(kn∑i=1|Zni|)p]≤V(c(kn)1p−1≥ε2)+2pknεpkn∑i=1ˆE[|Zni|p]≤V(c(kn)1p−1≥ε2)+2pεpsupi≥1ˆE[|Zni|p]. |
Thus,
limn→∞V(1(kn)1p|kn∑i=1Xni|>ε)≤2pεpsupi≥1ˆE[|Zni|p]. | (4.1) |
Therefore,
|Zni|p=|Zni|pI(|Xni|≤c)+|Zni|pI(|Xni|≥c)=|Zni|pI(Xni>c)+|Zni|pI(Xni<−c)=|Xni−c|pI(Xni>c)+|Xni+c|pI(Xni<−c)≤(|Xni|−c)pI(|Xni|>c)≤C(|Xni|p−c)+. |
Taking ˆE for both sides of the above inequality, when c→∞, we have the following:
supi≥1ˆE[|Zni|p]≤Csupi≥1ˆE((|Xni|p−c)+)≤Csupi≥1CV((|Xni|p−c)+)→0. | (4.2) |
Substituting (4.2) into (4.1), we get that (3.1) holds.
(2) When 1≤p<2, we construct a function Ψ(y)∈C2b(R); for any ε>0, we have Ψ(y)=0 when y≤0, 0<Ψ(y)<1 when 0<y<ε, and Ψ(y)=1 when y≥ε. It is obvious that I(y≥ε)≤Ψ(y). Let Yni=Xni−ˉμni; then, we have the following:
V(1(kn)1pkn∑i=1Yni≥ε)≤ˆE[Ψ(1(kn)1pkn∑i=1Yni)]=kn∑m=1{ˆE[Ψ(1(kn)1pm∑i=1Yni)]−ˆE[Ψ(1(kn)1pm−1∑i=1Yni)]}. | (4.3) |
Let h(y)=ˆE[Ψ(y+Ynm(kn)1p)]; by Definition 2.4 and the sub-additivity of ˆE, then we obtain the following:
ˆE[Ψ(1(kn)1pm∑i=1Yni)]−ˆE[Ψ(1(kn)1pm−1∑i=1Yni)]≤ˆE[ˆE[Ψ(y+Ynm(kn)1p)]y=1(kn)1pm−1∑i=1Yni]−ˆE[Ψ(1(kn)1pm−1∑i=1Yni)]=ˆE[h(1(kn)1pm−1∑i=1Yni)]−ˆE[Ψ(1(kn)1pm−1∑i=1Yni)]≤ˆE[h(1(kn)1pm−1∑i=1Yni)−Ψ(1(kn)1pm−1∑i=1Yni)]≤supy∈R{h(y)−Ψ(y)}=supy∈R{ˆE[Ψ(y+Ynm(kn)1p)]−Ψ(y)}=supy∈RˆE[Ψ(y+Ynm(kn)1p)−Ψ(y)]. | (4.4) |
Let g(x)∈Cl,Lip(R); for any x, we have 0≤g(x)≤1, g(x)=1 when |x|≤μ, and g(x)=0 when |x|>1. Then, we have the following:
I(|x|≤μ)≤g(x)≤I(|x|≤1),I(|x|>1)≤1−g(x)≤I(|x|>μ). | (4.5) |
For any 1≤m≤kn, there exist λnm,ˉλnm∈[0,1] such that
Ψ(y+Ynm(kn)1p)−Ψ(y)=Ψ′(y)Ynm(kn)1p+(Ψ′(y+λnmYnm(kn)1p)−Ψ′(y))Ynm(kn)1p,Ψ′(y+λnmYnm(kn)1p)−Ψ′(y)=Ψ″(y+λnmˉλnmYnm(kn)1p)⋅λnmYnm(kn)1p. | (4.6) |
Since Ψ(y)∈C2b(R), then we have |Ψ(y)|≤supy∈R|Ψ(y)|≤C |Ψ′(y)|≤supy∈R|Ψ′(y)|≤C and |Ψ″(y)|≤supy∈R|Ψ″(y)|≤C. Combining (4.5), (4.6), and the Cr-inequality in Lemma 2.2, then for any δ>0, we have the following:
Ψ(y+Ynm(kn)1p)−Ψ(y)≤Ψ′(y)Ynm(kn)1p+|Ψ′(y+λnmYnm(kn)1p)−Ψ′(y)||Ynm|(kn)1p≤CYnm(kn)1p+|Ψ′(y+λnmYnm(kn)1p)−Ψ′(y)|⋅|Ynm|(kn)1pI(|Xnm|>δ(kn)1p)+|Ψ″(y+λnmˉλnmYnm(kn)1p)|⋅|λnm||Ynm|2(kn)2pI(|Xnm|≤δ(kn)1p)≤CYnm(kn)1p+2C(kn)1p⋅|Xnm|I(|Xnm|>δ(kn)1p)+2C(kn)1p⋅|ˉμnm|I(|Xnm|>δ(kn)1p)+2C(kn)2p⋅|Xnm|2I(|Xnm|≤δ(kn)1p)+2C(kn)2p⋅|ˉμnm|2I(|Xnm|≤δ(kn)1p)≤CYnm(kn)1p+2Cknδp−1⋅|Xnm|pI(|Xnm|>δ(kn)1p)+2C|ˉμnm|(kn)1p+1δp⋅|Xnm|p+2Cδ2−pkn⋅|Xnm|p+2C(kn)2p⋅|ˉμnm|2≤CYnm(kn)1p+2Cknδp−1[(|Xnm|p−kn)++knI(|Xnm|>δ(kn)1p)]+2C|ˉμnm|(kn)1p+1δp⋅|Xnm|p+2Cδ2−pkn⋅|Xnm|p+2C(kn)2p⋅|ˉμnm|2≤CYnm(kn)1p+2Cknδp−1(|Xnm|p−kn)++2Cδp−1I(|Xnm|>δ(kn)1p)+2C|ˉμnm|(kn)1p+1δp⋅|Xnm|p+2Cδ2−pkn⋅|Xnm|p+2C(kn)2p⋅|ˉμnm|2≤CYnm(kn)1p+2Cknδp−1(|Xnm|p−kn)++2Cδp−1(1−g(Xnmδ(kn)1p))+2C|ˉμnm|(kn)1p+1δp⋅|Xn,m|p+2Cδ2−pkn⋅|Xnm|p+2C(kn)2p⋅|ˉμnm|2. | (4.7) |
Substituting (4.4), (4.7), into (4.3), then combining (2.1) and (4.5), we obtain the following:
V(1(kn)1pkn∑i=1Yni≥ε)≤2Cδp−1supm≥1ˆE(|Xnm|p−kn)++2Cδp−1kn∑m=1V(|Xnm|p>μpδpkn)+2C|ˉμnm|(kn)1pδp⋅supm≥1CV(|Xnm|p)+2Cδ2−p⋅supm≥1CV(|Xnm|p)+2C(kn)2p−1⋅|ˉμnm|2. |
Taking the limit of the above inequality at both sides, then by Lemma 2.6, we obtain
limn→∞V(1(kn)1pkn∑i=1Yni≥ε)=2Cδ2−psupm≥1CV(|Xnm|p). |
Because supm≥1CV((|Xnm|−c)+)→0,c→∞ means supm≥1CV(|Xnm|p)<∞, and from the arbitrariness of δ, we obtain the following:
limn→∞V(1(kn)1pkn∑i=1Xni≥1(kn)1pkn∑i=1ˉμni+ε)=0. | (4.8) |
Similarly, for {−Xni,1≤i≤kn,n≥1}, we obtain the following:
limn→∞V(1(kn)1pkn∑i=1Xni≤1(kn)1pkn∑i=1μ_ni−ε)=0. | (4.9) |
Using the sub-additivity of V and combining (4.8) and (4.9), we obtain the following:
limn→∞V({1(kn)1pkn∑i=1Xni≥1(kn)1pkn∑i=1ˉμni+ε}⋃{1(kn)1pkn∑i=1Xni≤1(kn)1pkn∑i=1μ_ni−ε})=0. |
The proof of Theorem 3.1 is completed.
The proof of Theorem 3.2. To prove Theorem 3.2, we only need to show that
V(lim supn→∞Tnn>Aˉμ)=0, | (4.10) |
and
V(lim infn→∞Tnn<Aμ_)=0. | (4.11) |
First, we prove Eq (4.10); then, we need to show that
V(lim supn→∞Tnn>Aˉμ+ϵ)=0,∀ϵ>0. |
It is obvious that
Tn=n∑t=1Xt=n∑t=1∞∑i=0αiεt−i=n∑t=1∞∑i=tαiεt−i+n∑i=1εin−i∑t=0αt:=Nn+Mn. |
It is only necessary to show that
limn→∞Nnn=0,q.s.V, | (4.12) |
and
V(lim supn→∞Mnn>Aˉμ+ϵ)=0,∀ϵ>0. | (4.13) |
To prove(4.12), we need to prove limt→∞∞∑i=tαiεt−i=0,q.s.V.
For any ϵ>0, using the Chebyshev inequality in Lemma 2.2, and the countable sub-additivity of ˆE, we obtain the following:
∞∑t=1V(|∞∑i=tαiεt−i|>ϵ)=∞∑t=1ˆE[|∞∑i=tαiεt−i|]ϵ≤1ϵ∞∑t=1∞∑i=t|αi|ˆE|εt−i|≤1ϵsupi∈ZˆE|εi|∞∑t=1∞∑i=t|αi|=1ϵsupi∈ZˆE|εi|∞∑i=1i|αi|<∞. |
By Lemma 2.1, it follows that
V(lim supt→∞|∞∑i=tαiεt−i|>ϵ)=0. |
Therefore, by the arbitrariness of ϵ, it follows that
limt→∞∞∑i=tαiεt−i=0,q.s.V. |
Thus, (4.12) holds. Let an−i=n−i∑r=0αr and T=supk≥0|ak|<∞; we prove Eq (4.13) in two steps.
Step 1: If for any i≥1 we have |εi−ˉμ|≤2ciln(1+i),c>0, then we can directly utilize the conclusion of Lemma 2.10; for any t≥1, we have the following:
supn≥1ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]<∞. |
Since limn→∞n∑k=1an−kn=A, then V(lim supn→∞n∑i=1an−i(εi−ˉμ)n>ϵ)=0 is equivalent to (4.13). Choosing a suitable t, such that t>1ϵ, using the Chebyshev inequality in Lemma 2.2, we have the following:
V(n∑i=1an−i(εi−ˉμ)n≥ϵ)=V(tln(1+n)n∑i=1an−i(εi−ˉμ)n≥ϵtln(1+n))≤1(1+n)ϵtsupn≥1ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]. |
By Lemma 2.10 and the convergence of infinite series ∞∑n=11(1+n)ϵt, we obtain the following:
∞∑n=1V(n∑i=1an−i(εi−ˉμ)n≥ϵ)≤∞∑n=11(1+n)ϵtsupn≥1ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]<∞. |
By Lemma 2.1, it follows that
V(lim supn→∞n∑i=1an−i(εi−ˉμ)n>ϵ)=0. |
Therefore, (4.13) is proven.
Step 2: Assume that {εi,i∈Z} only satisfies the conditions of Theorem 3.2. Let g(x)∈Cl,Lip(R); for any x, we have 0≤g(x)≤1, g(x)=1 when |x|≤μ, and g(x)=0 when |x|>1. Then we have the following:
I(|x|≤μ)≤g(x)≤I(|x|≤1),I(|x|>1)≤1−g(x)≤I(|x|>μ). | (4.14) |
Let ˜εi=−ˆE[(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)]+(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)+ˉμ; for any i≥1, we have ˆE(˜εi)=ˉμ and |˜εi−ˉμ|≤2ciln(1+i). Then, {˜εi,i≥1} satisfies the conditions of Lemma 2.10. Let ˜Mn=n∑i=1an−i˜εi; similar to the proof of step 1, we obtain the following:
V(lim supn→∞˜Mnn>Aˉμ+ϵ)=0,∀ϵ>0. | (4.15) |
By the definition of ˜εi, we have the following:
εi=˜εi+ˆE[(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)]+(εi−ˉμ)[1−g(μ(εi−ˉμ)ln(1+i)i)]. |
Since T=supk≥0|ak|<∞, then we have the following:
Mnn≤˜Mnn+Tnn∑i=1ˆE[(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)]+Tnn∑i=1(εi−ˉμ)[1−g(μ(εi−ˉμ)ln(1+i)i)]. | (4.16) |
Note that
ˆE[(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)]≤ˆE[|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]. | (4.17) |
Substituting (4.17) into (4.16), we only need to prove
limn→∞1nn∑i=1ˆE[|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]=0, | (4.18) |
and
limn→∞1nn∑i=1|εi−ˉμ|[1−g(μ(εi−ˉμ)ln(1+i)i)]=0,q.s.V. | (4.19) |
By (4.14), we have the following:
|εi−ˉμ|[1−g(μ(εi−ˉμ)ln(1+i)i)]≤|εi−ˉμ|I(|εi−ˉμ|>iln(1+i))≤|εi−ˉμ|ϕ(|εi−ˉμ|)ϕ(iln(1+i)). |
Then, combining supi∈ZˆE[|εi−ˉμ|ϕ(|εi−ˉμ|)]<∞ and Lemma 2.8, we obtain the following:
∞∑i=11iˆE[|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]≤supi∈ZˆE[|εi−ˉμ|ϕ(|εi−ˉμ|)]∞∑i=11iϕ(iln(1+i))<∞. |
By Lemma 2.3, (4.18) holds.
Since ˆE is countably sub-additive, we have the following:
ˆE[∞∑i=11i|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]≤∞∑i=11iˆE[|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]<∞. |
From Lemma 2.7, we obtain the following:
∞∑i=11i|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))<∞,q.s.V. |
By Lemma 2.3, (4.19) holds. Combining (4.14), (4.18), and (4.19), it follows that (4.13) holds.
Similarly, for {−εi,i∈Z}, and ˆE(−εi)=−ˉμ, we obtain the following:
V(lim infn→∞Tnn<Aμ_)=0. |
Using the sub-additivity of V, the proof of Theorem 3.2 is completed.
In the framework of sublinear expectations, we established the Marcinkiewicz-Zygmund type weak law of large numbers, and the strong law of large numbers for WND random variables using the Chebyshev inequality, the Cr inequality, and so on. Theorem 3.1 extends the result of Fu[24] from the Kolmogorov type weak law of large numbers to the Marcinkiewicz-Zygmund type weak law of large numbers. Theorem 3.2 extends the result of Zhang[16] from IID random variables to WND random variables under a more general moment condition. In the future, we will try to develop broader results for other sequences of dependent random variables under sublinear expectations.
Yuyan Wei: conceptualization, formal analysis, investigation, methodology, writing-original draft, writing-review and editing; Xili Tan: funding acquisition, project administration, supervision; Peiyu Sun: formal analysis, writing-review and editing; Shuang Guo: writing-review and editing. All authors have read and approved the final version of the manuscript for publication.
The authors declare they have not used Artificial Intelligence (AI) tools in the creation of this article.
This paper was supported by the Department of Science and Technology of Jilin Province (Grant No.YDZJ202101ZYTS156), and Graduate Innovation Project of Beihua University (2023004).
All authors declare no conflicts of interest in this paper.
[1] | Metcalf, Eddy, Inc. (1981) Wastewater engineering: collection and pumping of waste water, Tchobanoglous, G., Ed. New York: McGraw-Hill Book Company. |
[2] |
Burian S, Edwards F (2002) Historical Perspectives of Urban Drainage. In Global Solutions for Urban Drainage 2002: 1-16. https://doi.org/10.1061/40644(2002)284 doi: 10.1061/40644(2002)284
![]() |
[3] | Hussein A, Obaid S, Shahid KN, et al. (2014) Modeling sewerage overflow in an urban residential area using storm water management model. MalaysianJournal of Civil Engineering 26: 163-171. |
[4] | Safavi HR (2014) Engineering hydrology, 4thedn. Isfahan University of Technology. |
[5] |
Hassan WH, Nile BK, Al-Masody BA (2017) Climate change effect on storm drainage networks by stormwater management model. Environmental Engineering Research 22: 393-400. https://doi.org/10.4491/eer.2017.036 doi: 10.4491/eer.2017.036
![]() |
[6] |
Fasheng M, Yiping W, Török Á, et al. (2022) Centrifugal model test on a riverine landslide in the Three Gorges Reservoir induced by rainfall and water level fluctuation.Geoscience Frontiers 13: 101378. https://doi.org/10.1016/j.gsf.2022.101378 doi: 10.1016/j.gsf.2022.101378
![]() |
[7] |
Miao F, Wu Y, Xie Y, et al. (2018) Prediction of landslide displacement with steplike behavior based on multialgorithm optimization and a support vector regression model. Landslides 15: 475-488. https://doi.org/10.1007/s10346-017-0883-y doi: 10.1007/s10346-017-0883-y
![]() |
[8] |
Rosburg TT, Nelson PA, Bledsoe BP (2017) Effects of urbanization on flow duration and stream flashiness: a case study of Puget Sound streams, western Washington, USA. JAWRA Journal of the American Water Resources Association 53: 493-507. https://doi.org/10.1111/1752-1688.12511 doi: 10.1111/1752-1688.12511
![]() |
[9] |
Salerno F, Gaetano V, Gianni T (2018) Urbanization and climate change impacts on surface water quality: Enhancing the resilience by reducing impervious surfaces. Water research 144: 491-502. https://doi.org/10.1016/j.watres.2018.07.058 doi: 10.1016/j.watres.2018.07.058
![]() |
[10] |
Chang NB, Lu JW, Chui TFM, et al. (2018) Global policy analysis of low impact development for stormwater management in urban regions. Land Use Policy 70: 368-383. https://doi.org/10.1016/j.landusepol.2017.11.024 doi: 10.1016/j.landusepol.2017.11.024
![]() |
[11] |
Rangari VA, Sridhar V, Umamahesh NV, et al. (2019) Floodplain mapping and management of urban catchment using HEC-RAS: a case study of Hyderabad city. Journal of The Institution of Engineers (India): Series A 100: 49-63. https://doi.org/10.1007/s40030-018-0345-0 doi: 10.1007/s40030-018-0345-0
![]() |
[12] | Ho G (2000) International Source Book on Environmentally Sound Technologies. Forwastewater and stormwater management. UNEP Division of Technology, Industry and Economics. International Environmental Technology Centre, Osaka/Shiga, 151. |
[13] |
Jia H, Yao H, Shaw LY (2013) Advances in LID BMPs research and practice for urban runoff control in China. Frontiers of Environmental Science & Engineering 7: 709-720. https://doi.org/10.1007/s11783-013-0557-5 doi: 10.1007/s11783-013-0557-5
![]() |
[14] |
Barredo JI (2007) Major flood disasters in Europe: 1950-2005. Natural Hazards 42: 125-148. https://doi.org/10.1007/s11069-006-9065-2 doi: 10.1007/s11069-006-9065-2
![]() |
[15] | National Water Resources Agency (2003) Synthesis study on surface water resources in northern Algeria (Study report), Algeria: Algiers, 36. |
[16] | National Sanitation Office unit of Mila (1993) Report of Directories wastewater network. |
[17] |
Yang Y, Sun L, Li R, et al. (2020) Linking a stormwater management model to a novel two-dimensional model for urban pluvial flood modelling. International Journal of Disaster Risk Science 11: 508-518. https://doi.org/10.1007/s13753-020-00278-7 doi: 10.1007/s13753-020-00278-7
![]() |
[18] |
Adeniyi AG, Michael OD, Assela P (2016) Coupled 1D-2D hydrodynamic inundation model for sewer overflow: Influence of modeling parameters. Water Science 29: 146-155. https://doi.org/10.1016/j.wsj.2015.12.001 doi: 10.1016/j.wsj.2015.12.001
![]() |
[19] | Mila Water Resources Directorate (2009) Report of Directories |
[20] | Directorate of urban planning, architecture and construction, wilaya of Mila (2022). |
[21] | Rossman LA (2010) Stormwater management model user's manual, version 5.0 (p. 276). Cincinnati: National Risk Management Research Laboratory, Office of Research and Development, US Environmental Protection Agency. |
[22] | Lockie T (2009) Catchment modelling using SWMM. In Modelling Stream at the 49th Water New Zealand Annual Conference and Expo. |
[23] | Choi NJ (2016) Understanding sewer infiltration and inflow using impulse response functions derived from physics-based models (Doctoral dissertation, the University of Illinois at Urbana-Champaign). |
[24] | MNSO (National Sanitation Office unit of Mila), (2017). Report of Directories wastewater network. |
[25] | Steel EW, McGhee TJ (1979) Water Supply and. Sewerage. (McCraw). |
[26] | Housing statistics (2020) report Communal People's Assembly of the city of Ahmed Rachdi. |
[27] | World Health Organization (2011) Guidance on water supply and sanitation in extreme weather events, World Health Organization, Regional Office for Europe. |
[28] | Algerian National Meteorological Office.(ANMO).(2021).Bultin meteorologic |
[29] |
Rawls WJ, Brakensiek DL, Miller N (1983) Green-Ampt infiltration parameters from soils data. Journal of hydraulic engineering 9: 62-70. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:1(62) doi: 10.1061/(ASCE)0733-9429(1983)109:1(62)
![]() |
[30] | Richard H (1989) Hydrologic Analyses and Design Englewood Cliffs, New Jersey, 9-10. |
[31] |
Zaini N, Malek MA, Yusoff M (2015)Application of computational intelligence methods in modeling river flow prediction: A review. In 2015International Conference on Computer, Communications, and Control Technology (I4CT) 2015: 370-374. https://doi.org/10.1109/I4CT.2015.7219600 doi: 10.1109/I4CT.2015.7219600
![]() |
[32] |
Badieizadeh S, Bahrehmand A, Ahmad DA (2016) Calibration and Evaluation of the HydrologicHydraulic Model SWMM to Simulate Runoff (Case study: Gorgan). Journal of Watershed Management Research 2016: 1-10. https://doi.org/10.29252/jwmr.7.14.10 doi: 10.29252/jwmr.7.14.10
![]() |
[33] | Kourtis IM, Kopsiaftis G, Bellos V, et al. (2017) Calibration and validation of SWMM model in two urban catchments in Athens, Greece. In International Conference on Environmental Science and Technology (CEST). |
[34] | Taatpour F, Kouhanestani ZK, Armin M (2019) Evaluating the Performance of Collection and Disposal of Surface Runoff Network Using SWMM Model (Case Study: the City of Likak, Kohgiluyeh and Boyer Ahmad Province). Irrigation Sciences and Engineering 42: 33-48. |
[35] |
Hendrawan AP (2020) Alternatives of flood control for the Line river, city of Toboali (a case study of the Rawabangun region). In IOP Conference Series: Earth and Environmental Science 437: 012047. https://doi.org/10.1088/1755-1315/437/1/012047 doi: 10.1088/1755-1315/437/1/012047
![]() |
[36] |
Nile BK (2018) Effectiveness of hydraulic and hydrologic parameters in assessing storm system flooding. Advances in Civil Engineering, 2018. https://doi.org/10.1155/2018/4639172 doi: 10.1155/2018/4639172
![]() |
[37] | Nile BK, Hassan WH, Alshama GA (2019) Analysis of the effect of climate change on rainfall intensity and expected flooding by using ANN and SWMM programs. ARPN Journal of Engineering and Applied Sciences 14: 974-984. |
[38] | Li YW, You XY, Ji M, et al. (2010) Optimization of rainwater drainage system based on SWMM model. China Water & Wastewater 26: 40-43. |